3.10 QUANTITY RECORD UP TO Agustus 25, 2015.xls

3.10 QUANTITY RECORD

Package : 04, IPUH - BANTAL Month : December 15, 2014Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT

ORIGINAL CONTRACT LAST MONTH THIS MONTH UP TO THIS MONTH

( % ) QUANTITY ( % ) QUANTITY ( % ) QUANTITY

DIVISION 1. GENERAL

1.2 Mobilization LS 1.00 903,272,000.00 903,272,000.00 0.53 1.001.7 Provisional Sum LS 1.00 10,700,000,000.00 10,700,000,000.00 6.30 1.8 Traffic Management and Safety LS 1.00 242,165,000.00 242,165,000.00 0.14 0.4581.19.1 Relocation of Existing Phone Utility Pole Each 32.00 3,500,000.00 112,000,000.00 0.07 1.19.2 Relocation of existing PDAM utility Pole Ln.M 200.00 496,053.69 99,210,738.00 0.06 1.19.3 Relocation of existing electric utility pole Each 54.00 5,337,405.00 288,219,870.00 0.17

12,344,867,608.00 7.26 DIVISION 2. DRAINAGE

2.1 Excavation for Drainage, Ditches and Water ways 48,084.81 24,627.00 1,184,184,615.87 0.70 6,828.800

2.2 MORTAR STONE WORK M³ 12,289.11 498,156.00 6,121,893,881.16 3.60

2.3.3 Reinforced Concrete Pipe Culvert Inside dia. 80 to 100 Cm 164.00 1,380,750.00 226,443,000.00 0.13

2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.08 3,238.00

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.21 19,930,092,682.03 11.73

DIVISION 3. EARTHWORKS

3.1.1 COMMON EXCAVATION M³ 141,090.72 19,265.00 2,718,112,720.80 1.60 45,051.02

3.2.1 COMMON EMBANKMENT M³ 36,812.67 54,674.00 2,012,695,919.58 1.18 -

3.2.2 SELECTED EMBANKMENT M³ 6,316.50 94,549.00 597,218,758.50 0.35 1,347.520

3.3 GRADE PREPARATION 275,218.94 1,780.00 489,889,713.20 0.29 39,287.71

3.4.4 SELECTED TREE REMOVAL DAMETER 15 - 30 CM Each 38.00 50,000.00 1,900,000.00 0.001 -

3.4.5 SELECTED TREE REMOVAL DAMETER 30 - 50 CM Each 22.00 100,000.00 2,200,000.00 0.001 - 5,822,017,112.08 3.43

DIVISION 4. PAVEMENT WIDENING AND SHOULDERS

4.2.3 AGGREGATE BASE CLASS S M³ 18,983.25 290,225.00 5,509,413,731.25 3.24

DIVISION 5. GRANULAR PAVEMENT

5.1.1 AGGREGATE BASE CLASS A M³ 16,974.21 308,208.00 5,231,587,315.68 3.08 11,511.36

5.1.2 AGGREGATE BASE CLASS B M³ 81,691.38 295,535.00 24,142,661,988.30 14.21 39,162.81 29,374,249,303.98 17.28

DIVISION 6. ASPHALT PAVEMENT

6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 10,545.62

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 15,125.81

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30 1,816.08

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/cours Tone 37,436.87 398,353.00 14,913,089,475.11 8.78 1,380.32

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 1,831.810

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33 811.850

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 589.730

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 984.990

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 119,763.59 87,463,307,279.15 51.47

DIVISION 7. STRUCTURES

7.1.4 STRUCTURAL CONCRETE CLASS K350 M³ 49.28 1,366,038.00 67,318,352.64 0.04


3-16

7.1.9 STRUCTURAL CONCRETE CLASS K125 M³ 35.33 619,583.00 21,889,867.39 0.01 49.280

7.3.1 REINFORCING STEEL PLAIN ROUND BARS BJTP 24 kg 33,837.96 10,819.00 366,092,889.24 0.22 25,378.47

PAY ITEM No. ESTIMATED

QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.)

M³

M¹M¹M¹

M2

DESCRIPTION UNIT


( % ) QUANTITY ( % ) QUANTITY ( % ) QUANTITYPAY ITEM

No. ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)

3-16

7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01

4,146,382,605.11 2.44


: December 15, 2014: Renardet S.A joint venture with PT. Cipta Strada,

PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero): KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013

UP TO THIS MONTH

( % )

0.532 903,272,000.00

0.0802 136,217,812.50

0.612 1,039,489,812.50

0.0990 168,172,857.60

1.8485 3,141,455,792.00

1.947 3,309,628,649.600

0.5107 867,907,900.30 - 0.00 0.0750 127,406,668.48 0.0412 69,932,123.80 - 0.00 - 0.00 0.627 1,065,246,692.58

2.0877 3,547,893,242.88 6.8105 11,573,981,053.35 8.898 15,121,874,296.23

0.0646 109,843,177.92 0.0940 159,713,427.79 0.4435 753,675,016.08 0.3236 549,854,612.96 0.4123 700,619,697.94 0.1820 309,261,267.90 2.8075 4,771,210,565.00 0.0232 39,399,600.00 0.0834 141,800,090.56 4.434 7,535,377,456.15

0.0180 30,533,050.24 0.1616 274,569,666.93

AMOUNT ( Rp.)

UP TO THIS MONTH

( % ) AMOUNT ( Rp.)

0.180 305,102,717.170

DESCRIPTION UNIT


( % ) QUANTITY ( % ) QUANTITY ( % ) QUANTITY ( % )

DIVISION 1. GENERAL

1.2 Mobilization LS 1.00 903,272,000.00 903,272,000.00 0.53 1.00 0.532 903,272,000.00 1.7 Provisional Sum LS 1.00 10,700,000,000.00 10,700,000,000.00 6.30 1.8 Traffic Management and Safety LS 1.00 242,165,000.00 242,165,000.00 0.14 0.458 0.0683 116,037,395.83 1.19.1 Relocation of Existing Phone Utility Pole Each 32.00 3,500,000.00 112,000,000.00 0.07 1.19.2 Relocation of existing PDAM utility Pole Ln.M 200.00 496,053.69 99,210,738.00 0.06 1.19.3 Relocation of existing electric utility pole Each 54.00 5,337,405.00 288,219,870.00 0.17

12,344,867,608.00 7.26 0.600 1,019,309,395.83 DIVISION 2. DRAINAGE

2.1 Excavation for Drainage, Ditches and Water ways 48,084.81 24,627.00 1,184,184,615.87 0.70 6,828.800 0.0990 168,172,857.60


2.3.3 Reinforced Concrete Pipe Culvert Inside dia. 100 Cm 164.00 1,380,750.00 226,443,000.00 0.13

2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.08 1,584.00 0.9043 1,536,771,456.00

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.21 19,930,092,682.03 11.73 1.003 1,704,944,313.600


3.1.1 COMMON EXCAVATION M³ 141,090.72 19,265.00 2,718,112,720.80 1.60 24,817.98 0.2813 478,118,384.70

3.2.1 COMMON EMBANKMENT M³ 36,812.67 54,674.00 2,012,695,919.58 1.18 - - 0.00

3.2.2 SELECTED EMBANKMENT M³ 6,316.50 94,549.00 597,218,758.50 0.35 1,237.500 0.0688 117,004,387.50

3.3 GRADE PREPARATION 275,218.94 1,780.00 489,889,713.20 0.29 31,442.88 0.0329 55,968,326.40

3.4.4 SELECTED TREE REMOVAL DAMETER 15 - 30 CM Each 38.00 50,000.00 1,900,000.00 0.001 - - 0.00

3.4.5 SELECTED TREE REMOVAL DAMETER 30 - 50 CM Each 22.00 100,000.00 2,200,000.00 0.001 - - 0.00 5,822,017,112.08 3.43 0.383 651,091,098.60




5.1.1 AGGREGATE BASE CLASS A M³ 16,974.21 308,208.00 5,231,587,315.68 3.08 7,621.62 1.3823 2,349,044,256.96

5.1.2 AGGREGATE BASE CLASS B M³ 81,691.38 295,535.00 24,142,661,988.30 14.21 21,993.40 3.8247 6,499,819,469.00 29,374,249,303.98 17.28 5.207 8,848,863,725.96


6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 3,912.50 0.0240 40,752,600.00

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 6,789.38 0.0422 71,689,063.42

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/cours Tone 37,436.87 398,353.00 14,913,089,475.11 8.78

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 537.290 0.1209 205,499,455.46

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 66.950 0.3187 541,658,975.00

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 200.840 0.0047 8,033,600.00

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 30,889.00 0.0215 36,572,576.00 87,463,307,279.15 51.47 0.532 904,206,269.88



7.1.6 STRUCTURAL CONCRETE CLASS K250 M³ 220.38 1,216,303.00 268,048,855.14 0.16 41.330 0.030 50,269,802.99

3-16

7.1.9 STRUCTURAL CONCRETE CLASS K125 M³ 35.33 619,583.00 21,889,867.39 0.01 35.330 0.0129 21,889,867.39

7.3.1 REINFORCING STEEL PLAIN ROUND BARS BJTP 24 kg 33,837.96 10,819.00 366,092,889.24 0.22 25,378.47 0.1616 274,569,666.93

7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01

4,146,382,605.11 2.44 0.204 346,729,337.310


QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.) AMOUNT

( Rp.)

M³

M¹M¹M¹

M2


Package : 04, IPUH - BANTAL Month : December 25, 2014Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT



DIVISION 1. GENERAL

1.2 Mobilization LS 1.00 903,272,000.00 903,272,000.00 0.53 1.00 0.532 - - 1.00 0.5315 903,272,000.00 1.7 Provisional Sum LS 1.00 10,700,000,000.00 10,700,000,000.00 6.30 1.8 Traffic Management and Safety LS 1.00 242,165,000.00 242,165,000.00 0.14 0.438 0.062 0.0203 0.006 0.458 0.0683 116,037,395.83 1.19.1 Relocation of Existing Phone Utility Pole Each 32.00 3,500,000.00 112,000,000.00 0.07 1.19.2 Relocation of existing PDAM utility Pole Ln.M 200.00 496,053.69 99,210,738.00 0.06 1.19.3 Relocation of existing electric utility pole Each 54.00 5,337,405.00 288,219,870.00 0.17

12,344,867,608.00 7.26 0.594 0.006 0.5998 1,019,309,395.83 DIVISION 2. DRAINAGE

2.1 Excavation for Drainage, Ditches and Water ways 48,084.81 24,627.00 1,184,184,615.87 0.70 6,828.800 0.099 - (0.000) 6,828.800 0.0990 168,172,857.60



2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.08 1,584.00 0.904 - (0.000) 1,584.00 0.9043 1,536,771,456.00

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.21 19,930,092,682.03 11.73 1.003 (0.000) 1.0032 1,704,944,313.60


3.1.1 COMMON EXCAVATION M³ 141,090.72 19,265.00 2,718,112,720.80 1.60 24,817.98 0.281 - 0.000 24,817.98 0.2813 478,118,384.70

3.2.1 COMMON EMBANKMENT M³ 36,812.67 54,674.00 2,012,695,919.58 1.18 - - - 0.00

3.2.2 SELECTED EMBANKMENT M³ 6,316.50 94,549.00 597,218,758.50 0.35 1,237.500 0.069 - 0.000 1,237.500 0.0688 117,004,387.50

3.3 GRADE PREPARATION 275,218.94 1,780.00 489,889,713.20 0.29 31,442.88 0.033 - 0.000 31,442.88 0.0329 55,968,326.40

3.4.4 SELECTED TREE REMOVAL DAMETER 15 - 30 CM Each 38.00 50,000.00 1,900,000.00 0.001 - - - 0.00

3.4.5 SELECTED TREE REMOVAL DAMETER 30 - 50 CM Each 22.00 100,000.00 2,200,000.00 0.001 - - - 0.00 5,822,017,112.08 3.43 0.383 0.000 0.3831 651,091,098.60




5.1.1 AGGREGATE BASE CLASS A M³ 16,974.21 308,208.00 5,231,587,315.68 3.08 7,621.62 1.382 - (0.000) 7,621.62 1.3823 2,349,044,256.96

5.1.2 AGGREGATE BASE CLASS B M³ 81,691.38 295,535.00 24,142,661,988.30 14.21 21,993.40 3.825 - 0.000 21,993.40 3.8247 6,499,819,469.00 29,374,249,303.98 17.28 5.207 (0.000) 5.2070 8,848,863,725.96


6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 3,912.50 0.024 2,837.50 0.017 6,750.00 0.0414 70,308,000.00

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 1,380.00 0.009 6,495.00 0.040 7,875.00 0.0489 83,152,125.00

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30 0.443 1,816.08 0.4435 753,675,016.08

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/cours Tone 37,436.87 398,353.00 14,913,089,475.11 8.78 0.527 2,250.00 0.5274 896,294,250.00

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 537.290 0.1209 - 0.000 537.290 0.1209 205,499,455.46

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33 -

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 66.950 0.319 22.30 0.106 89.250 0.4249 722,077,125.00

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 200.840 0.005 66.91 0.002 267.750 0.0063 10,710,000.00

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 30,889.00 0.022 4,111.00 0.003 35,000.00 0.0244 41,440,000.00 87,463,307,279.15 51.47 0.498 1.139 1.6377 2,783,155,971.54



7.1.6 STRUCTURAL CONCRETE CLASS K250 M³ 220.38 1,216,303.00 268,048,855.14 0.16 - 0.097 135.000 0.0966 164,200,905.00

3-16

7.1.9 STRUCTURAL CONCRETE CLASS K125 M³ 35.33 619,583.00 21,889,867.39 0.01 49.280 0.018 3.55 0.001 52.830 0.0193 32,732,569.89

7.3.1 REINFORCING STEEL PLAIN ROUND BARS BJTP 24 kg 33,837.96 10,819.00 366,092,889.24 0.22 25,378.47 0.162 - (0.000) 25,378.47 0.1616 274,569,666.93

7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01

4,146,382,605.11 2.44 0.180 0.098 0.2774 471,503,141.820


QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.) AMOUNT

( Rp.)

M³

M¹M¹M¹

M2


Package : 04, IPUH - BANTAL Month : January 19, 2015Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT



DIVISION 1. GENERAL






2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.08 1,584.00 0.904 1,536,771,456.00

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.21 19,930,092,682.03 11.73 1.003 1,704,944,313.60














6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 6,750.00 0.041 70,308,000.00

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 7,875.00 0.049 83,152,125.00

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30 1,816.08 0.443 753,675,016.08

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/cours Tone 37,436.87 398,353.00 14,913,089,475.11 8.78 2,250.00 0.527 896,294,250.00

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 537.290 0.121 205,499,455.46

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 89.250 0.425 722,077,125.00

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 267.750 0.006 10,710,000.00

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 35,000.00 0.024 41,440,000.00 87,463,307,279.15 51.47 1.638 2,783,155,971.54




3-16



7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01

4,146,382,605.11 2.44 0.277 471,503,141.820


QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.) AMOUNT

( Rp.)

M³

M¹M¹M¹

M2


Package : 04, IPUH - BANTAL Month : January 18, 2015Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT



DIVISION 1. GENERAL






2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.08 849.46 0.485 824,132,500.64

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.21 19,930,092,682.03 11.73 0.569 967,208,721.35














6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 6,222.63 0.038 64,814,914.08

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 14,173.01 0.088 149,652,812.59

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30 1,446.48 0.353 600,290,646.48

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/cours Tone 37,436.87 398,353.00 14,913,089,475.11 8.78 2,878.29 0.675 1,146,575,456.37

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 1,629.740 0.367 623,333,176.76

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33 656.600 250,121,264.4000

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 362.150 1.724 2,929,974,575.00

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 1,086.390 0.026 43,455,600.00

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 124,922.39 0.087 147,908,109.76 87,463,307,279.15 51.47 3.358 5,956,126,555.44




3-16



7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01

4,146,382,605.11 2.44 0.642 1,090,844,426.480


QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.) AMOUNT

( Rp.)

M³

M¹M¹M¹

M2


Package : 04, IPUH - BANTAL Month : March 25, 2014Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT



DIVISION 1. GENERAL

1.2 Mobilization LS 1.00 903,272,000.00 903,272,000.00 0.53 1.00 0.532 - (0.00) 1.00 0.532 903,272,000.00 1.7 Provisional Sum LS 1.00 10,700,000,000.00 10,700,000,000.00 6.30 - 1.8 Traffic Management and Safety LS 1.00 242,165,000.00 242,165,000.00 0.14 0.600 0.086 0.046 0.01 0.646 0.092 156,398,229.17 1.19.1 Relocation of Existing Phone Utility Pole Each 32.00 3,500,000.00 112,000,000.00 0.07 - 1.19.2 Relocation of existing PDAM utility Pole Ln.M 200.00 496,053.69 99,210,738.00 0.06 - 1.19.3 Relocation of existing electric utility pole Each 54.00 5,337,405.00 288,219,870.00 0.17 -

12,344,867,608.00 7.26 0.618 0.006 0.624 1,059,670,229.17 DIVISION 2. DRAINAGE

2.1 Excavation for Drainage, Ditches and Water ways 48,084.81 24,627.00 1,184,184,615.87 0.70 5,809.730 0.084 - 0.00 5,809.730 0.084 143,076,220.71

2.2 MORTAR STONE WORK M³ 12,289.11 498,156.00 6,121,893,881.16 3.60 173.100 0.051 194.570 0.06 367.670 0.108 183,157,016.52

2.3.3 Reinforced Concrete Pipe Culvert Inside dia. 80 to 100 Cm 164.00 1,380,750.00 226,443,000.00 0.13 - -

2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.08 2,724.32 1.555 514.650 0.29 3,238.97 1.849 3,142,396,870.48

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.21 - 19,930,092,682.03 11.73 1.690 0.351 2.041 3,468,630,107.710


3.1.1 COMMON EXCAVATION M³ 141,090.72 19,265.00 2,718,112,720.80 1.60 60,281.28 0.683 18,339.800 0.21 78,621.08 0.891 1,514,635,106.20

3.2.1 COMMON EMBANKMENT M³ 36,812.67 54,674.00 2,012,695,919.58 1.18 - - - - - 0.00

3.2.2 SELECTED EMBANKMENT M³ 6,316.50 94,549.00 597,218,758.50 0.35 1,396.300 0.078 - 0.00 1,396.300 0.078 132,018,768.70

3.3 GRADE PREPARATION 275,218.94 1,780.00 489,889,713.20 0.29 87,144.00 0.091 26,113.380 0.03 113,257.38 0.119 201,598,136.40

3.4.4 SELECTED TREE REMOVAL DAMETER 15 - 30 CM Each 38.00 50,000.00 1,900,000.00 0.001 - - - - - 0.00

3.4.5 SELECTED TREE REMOVAL DAMETER 30 - 50 CM Each 22.00 100,000.00 2,200,000.00 0.001 - - - - - - 0.00 5,822,017,112.08 3.43 0.852 0.235 1.088 1,848,252,011.30


4.2.3 AGGREGATE BASE CLASS S M³ 18,983.25 290,225.00 5,509,413,731.25 3.24 - - - - - - 0.00 -

DIVISION 5. GRANULAR PAVEMENT -

5.1.1 AGGREGATE BASE CLASS A M³ 16,974.21 308,208.00 5,231,587,315.68 3.08 6,077.09 1.102 1,626.550 0.295 7,703.64 1.397 2,374,323,477.12

5.1.2 AGGREGATE BASE CLASS B M³ 81,691.38 295,535.00 24,142,661,988.30 14.21 43,613.87 7.585 11,613.270 2.020 55,227.14 9.604 16,321,552,819.90 29,374,249,303.98 17.28 8.687 2.315 11.001 18,695,876,297.02


6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 19,405.37 0.119 4,223.060 0.026 23,628.43 0.145 246,113,726.88

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 25,345.74 0.157 13,163.860 0.082 38,509.60 0.239 406,622,866.40

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30 3,904.08 0.953 903.670 0.221 4,807.75 1.174 1,995,221,057.75

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/cours Tone 37,436.87 398,353.00 14,913,089,475.11 8.78 6,901.770 1.618 1,364.030 0.320 8,265.800 1.938 3,292,706,227.40

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 5,221.140 1.175 1,868.090 0.420 7,089.230 1.596 2,711,446,155.02

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33 887.160 0.199 - 0.000 887.160 0.199 337,949,407.44

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 882.670 4.202 337.070 1.605 1,219.740 5.807 9,868,306,470.00

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 2,667.990 0.063 1,738.970 0.041 4,406.960 0.104 176,278,400.00

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 300,107.36 0.209 70,677.460 0.049 370,784.82 0.258 439,009,226.88 87,463,307,279.15 51.47 8.696 2.763 11.459 19,473,653,537.77

DIVISION 7. STRUCTURES -

7.1.4 STRUCTURAL CONCRETE CLASS K350 M³ 49.28 1,366,038.00 67,318,352.64 0.04 - -

7.1.6 STRUCTURAL CONCRETE CLASS K250 M³ 220.38 1,216,303.00 268,048,855.14 0.16 419.93 0.301 278.320 0.199 698.25 0.500 849,283,569.75

7.1.9 STRUCTURAL CONCRETE CLASS K125 M³ 35.33 619,583.00 21,889,867.39 0.01 101.510 0.037 6.100 0.002 107.610 0.039 66,673,326.63

7.3.1 REINFORCING STEEL PLAIN ROUND BARS BJTP 24 kg 33,837.96 10,819.00 366,092,889.24 0.22 95,815.24 0.610 3,868.750 0.025 99,683.99 0.635 1,078,481,087.81

7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01 25.50 0.007 - (0.000) 25.50 0.007 12,013,203.00

4,146,382,605.11 2.44 0.955 0.226 1.181 2,006,451,187.190


QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.) AMOUNT

( Rp.)

M³

M¹M¹M¹

M2

DESCRIPTION UNIT


( % ) QUANTITY ( % ) QUANTITY ( % ) QUANTITY ( % )PAY ITEM


UNIT PRICE (Rp)

AMOUNT ( Rp.)

AMOUNT ( Rp.)

DIVISION 8. REINSTATEMENT AND MINOR WORKS

8.1.1 AGGREGATE BASE CLASS A FOR MINOR WORKS M³ 205.00 298,544.00 61,201,520.00 0.04 205.00 0.036 - 0.000 205.00 0.036 61,201,520.00

8.1.2 AGGREGATE BASE CLASS B FOR MINOR WORKS M³ 123.00 295,535.00 36,350,805.00 0.02 123.00 0.021 - 0.000 123.00 0.021 36,350,805.00

8.1.5 HOT ASPHALTIC MIXTURE FOR MINOR WORKS M³ 90.00 2,046,098.00 184,148,820.00 0.11 90.00 0.108 - (0.000) 90.00 0.108 184,148,820.00

8.3.1 STABILIZATION BY VEGATATION 1,240.00 11,094.00 13,756,560.00 0.01 - - - - - - 0.00

8.4.1 PAVETMENT MARKINGS THERMOPLASTIC TYPE 15,137.22 116,895.00 1,769,465,331.90 1.04 - - - - - - 0.00

8.4.4a ROAD SIGNS with Reflector of High Intensity Grade Single Each 472.00 300,000.00 141,600,000.00 0.08 - - - - - - 0.00

8.4.5 GUIDE POSTS Each 283.00 118,230.00 33,459,090.00 0.02 - - - - - - 0.00

8.4.6a KILOMETER POSTS Each 41.00 403,858.00 16,558,178.00 0.01 - - - - - - 0.00

8.4.7 GUARD RAIL 3,500.00 724,623.00 2,536,180,500.00 1.49 - - - - - - 0.00 4,792,720,804.90 2.82 0.166 0.000 0.16576 281,701,145.000

DIVISION 9. DAYWORK9.1 Foreman Hour 82.00 10,000.00 820,000.00 0.0005 9.2 Labor Hour 205.00 7,857.00 1,610,685.00 0.001 9.3 Skilled Labor Hour 82.00 9,286.00 761,452.00 0.0004 9.4 Dump Truck 3 - 4 M3 Hour 82.00 172,500.00 14,145,000.00 0.01 9.5 Flat Bed Truck 3 - 4 tonnes Hour 82.00 129,500.00 10,619,000.00 0.01 9.6 Water Tank Truck 3000 - 4500 litres Hour 82.00 172,600.00 14,153,200.00 0.01 9.7 Bulldozer 100 - 150 HP Hour 41.00 407,600.00 16,711,600.00 0.01 9.8 Motor Grader min 100 HP Hour 41.00 407,600.00 16,711,600.00 0.01 9.9 Wheel Loader 1.0 - 1.6 M3 Hour 41.00 435,500.00 17,855,500.00 0.01 9.10 Crawler Loader 75 - 100 HP Hour 41.00 371,925.00 15,248,925.00 0.01 9.11 Excavator 80 - 140 HP Hour 41.00 371,925.00 15,248,925.00 0.01 9.12 Crane on Wheels 10 - 15 Ton Hour 41.00 377,000.00 15,457,000.00 0.01 9.13 Tandem Roller 6 - 9 tonnes Hour 82.00 377,000.00 30,914,000.00 0.02 9.14 Vibratory Roller 5 - 8 Tonnes Hour 82.00 322,000.00 26,404,000.00 0.02 9.15 Hand Vibrator 1.5 - 3.0 HP Hour 82.00 29,000.00 2,378,000.00 0.001 9.16 Pneumatic Tired Roller Hour 41.00 377,000.00 15,457,000.00 0.01 9.17 Compressor 400 - 6500 litre/minute Hour 82.00 139,600.00 11,447,200.00 0.01 9.18 Concrete Mixer 0.3 - 0.6 M3 Hour 82.00 34,100.00 2,796,200.00 0.002 9.19 Water Pump 70 - 100 mm Hour 82.00 28,600.00 2,345,200.00 0.001 9.20 Jack Hammer Hour 82.00 38,700.00 3,173,400.00 0.002

234,257,887.00 0.14 DIVISION 10. ROUTINE MAINTENANCE WORKS

10.1.1 Routine Maintenance of Pavement LS 1.00 141,640,589.87 141,640,589.87 0.08 0.646 0.054 0.042 0.003 0.688 0.05730 97,377,905.54 10.1.2 Routine Maintenance of Shoulders LS 1.00 70,687,815.42 70,687,815.42 0.04 0.646 0.027 0.042 0.002 0.688 0.02860 48,597,873.10 10.1.3 Routine Maintenance of Ditches, Drains, Cuttings and Embankment LS 1.00 67,369,396.36 67,369,396.36 0.04 0.646 0.026 0.042 0.002 0.688 0.02725 46,316,460.00 10.1.4 Routine Maintenance of Road Furniture LS 1.00 13,322,747.02 13,322,747.02 0.01 - - 10.1.5 Routine Maintenance of Bridges LS 1.00 32,170,520.80 32,170,520.80 0.02 - -

325,191,069.47 0.19 0.106 0.007 0.11315 192,292,238.634 TOTAL WORKS 169,942,500,082.97 100.00 27.665 7.767 35.431 60,212,953,459.40

PROGRESS ( % )

ACTUAL 27.665 7.767 35.431 1,332,751,007.66 SCHEDULE 61.980 7.107 69.087 117,408,175,032.3 DEVIATION -34.315 0.660 -33.656 -116,075,424,024.66

3-17

M²

M²

M¹

Supervision Consultant,

Ir. Jantje HallatuSite Supervision Engineer


Package : 04, IPUH - BANTAL Month : September 25, 2015Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT

ORIGINAL CONTRACT ADDENDUM 02 LAST MONTH THIS MONTH UP TO THIS MONTH

( % ) ( % ) QUANTITY ( % ) QUANTITY ( % ) QUANTITY ( % )

DIVISION 1. GENERAL

1.2 Mobilization LS 1.00 903,272,000.00 903,272,000.00 0.532 1.00 903,272,000.00 903,272,000.00 0.506 0.70 0.354 - 0.70 0.354 1.7 Provisional Sum LS 1.00 10,700,000,000.00 10,700,000,000.00 6.296 1.00 10,700,000,000.00 10,700,000,000.00 5.992 - - - 1.8 Traffic Management and Safety LS 1.00 242,165,000.00 242,165,000.00 0.142 1.00 242,165,000.00 242,165,000.00 0.136 0.85 0.115 - 0.85 0.115 1.19.1 Relocation of Existing Phone Utility Pole Each 32.00 3,500,000.00 112,000,000.00 0.066 32.00 3,500,000.00 112,000,000.00 0.063 - - 1.19.2 Relocation of existing PDAM utility Pole Ln.M 200.00 496,053.69 99,210,738.00 0.058 200.00 496,053.69 99,210,738.00 0.056 - - 1.19.3 Relocation of existing electric utility pole Each 54.00 5,337,405.00 288,219,870.00 0.170 54.00 5,337,405.00 288,219,870.00 0.161 - -

12,344,867,608.00 7.264 12,344,867,608.00 6.913 0.469 - 0.469 DIVISION 2. DRAINAGE

2.1 Excavation for Drainage, Ditches and Water ways 48,084.81 24,627.00 1,184,184,615.87 0.697 46,973.75 24,627.00 1,156,822,541.25 0.648 10,451.500 0.144 1,982.890 0.027 12,434.390 0.171

2.2 MORTAR STONE WORK M³ 12,289.11 498,156.00 6,121,893,881.16 3.602 9,287.94 498,156.00 4,626,843,038.64 2.591 1,098.162 0.306 1,782.561 0.497 2,880.723 0.804

2.3.3 Reinforced Concrete Pipe Culvert Inside dia. 80 to 100 Cm 164.00 1,380,750.00 226,443,000.00 0.133 234.50 1,380,750.00 323,785,875.00 0.181 - - -

2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.083 8,550.00 970,184.00 8,295,073,200.00 4.645 1,687.44 0.917 - 1,687.440 0.917

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.212 2,675.00 1,299,849.00 3,477,096,075.00 1.947 80.000 0.058 1,104.150 0.804 1,184.150 0.862 19,930,092,682.03 11.728 17,879,620,729.89 10.012 1.425 1.328 2.754


3.1.1 Common Excavation M³ 141,090.72 19,265.00 2,718,112,720.80 1.60 126,260.79 19,265.00 2,432,414,119.35 1.362 107,803.195 1.163 14,632.562 0.158 122,435.757 1.321

3.1.3 Structure Excavation, 0-2 m depth M³ 36,812.67 54,674.00 2,012,695,919.58 1.18 3,913.90 16,412.00 64,234,926.80 0.036 593.470 0.005 - 593.470 0.005

3.1.7 M³ 6,316.50 94,549.00 597,218,758.50 0.35 2,179.31 87,484.00 190,654,756.04 0.107 935.136 0.046 925.152 0.045 1,860.288 0.091

3.1.8 Excavation of Granular Pavement 275,218.94 1,780.00 489,889,713.20 0.29 7,082.77 21,216.00 150,268,048.32 0.084 - - - - -

3.2.1 Common Embankment M³ 38.00 50,000.00 1,900,000.00 0.001 18,560.85 54,674.00 1,014,795,912.90 0.568 2,617.072 0.080 - 2,617.072 0.080

3.2.2 Selected Embankment M³ 13,551.81 94,549.00 1,281,310,083.69 0.717 15,488.930 0.820 451.875 0.02 15,940.805 0.844

3.3 Grade Preparation 247,143.18 1,780.00 439,914,860.40 0.246 194,159.362 0.194 1,681.706 0.002 195,841.069 0.195

3.4.4 Selected Tree Removal Diameter 15 - 30 CM Each 38.00 50,000.00 1,900,000.00 0.001 7.000 0.0002 - - 7.00 0.0002

3.4.5 Selected Tree Removal Diameter 30 - 50 CM Each 22.00 100,000.00 2,200,000.00 0.001 22.00 100,000.00 2,200,000.00 0.001 22.000 0.0012 - - 22.00 0.001 5,822,017,112.08 3.43 5,577,692,707.50 3.123 2.309 0.229 2.538


4.2.3 AGGREGATE BASE CLASS S M³ 18,983.25 290,225.00 5,509,413,731.25 3.24 25,045.35 290,225.00 7,268,786,703.75 4.070 5,464.025 0.888 - 5,464.02 0.888 -


5.1.1 AGGREGATE BASE CLASS A M³ 16,974.21 308,208.00 5,231,587,315.68 3.08 23,072.15 308,208.00 7,111,021,207.20 3.982 14,135.33 2.440 593.401 0.102 14,728.73 2.542

5.1.2 AGGREGATE BASE CLASS B M³ 81,691.38 295,535.00 24,142,661,988.30 14.21 105,858.74 295,535.00 31,284,962,725.90 17.519 76,219.17 12.614 977.434 0.162 77,196.60 12.775 29,374,249,303.98 17.28 38,395,983,933.10 21.501 15.053 0.264 15.317


6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 160,421.46 10,416.00 1,670,949,927.36 0.936 59,016.16 0.344 12,300.333 0.072 71,316.49 0.416

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 165,902.59 10,559.00 1,751,765,447.81 0.981 107,840.66 0.638 4,279.157 0.025 112,119.82 0.663

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30 25,182.54 415,001.00 10,450,779,282.54 5.852 7,062.91 1.641 - 7,062.91 1.641

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/course) Tone 37,436.87 398,353.00 14,913,089,475.11 8.78 38,173.39 398,353.00 15,206,484,426.67 8.515 22,924.891 5.114 1,532.675 0.342 24,457.57 5.456

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 19,796.93 382,474.00 7,571,811,004.82 4.240 13,689.418 2.932 3,255.389 0.697 16,944.81 3.629

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33 8,167.49 380,934.00 3,111,274,635.66 1.742 4,207.331 0.897 - 4,207.33 0.897

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 5,163.46 8,090,500.00 41,774,973,130.00 23.393 2,597.025 11.766 252.785 1.145 2,849.81 12.911

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 15,490.40 40,000.00 619,616,000.00 0.347 10,930.362 0.245 771.237 0.017 11,701.60 0.262

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 1,772,291.81 1,184.00 2,098,393,503.04 1.175 905,157.261 0.600 91,484.260 0.0607 996,641.52 0.661 87,463,307,279.15 51.47 84,256,047,357.90 47.181 24.177 2.359 26.536


7.1.4 STRUCTURAL CONCRETE CLASS K350 M³ 49.28 1,366,038.00 67,318,352.64 0.04 146.44 1,366,038.00 200,042,604.72 0.112 - - - - - -

7.1.6 STRUCTURAL CONCRETE CLASS K250 M³ 220.38 1,216,303.00 268,048,855.14 0.16 2,961.69 1,216,303.00 3,602,312,432.07 2.017 1,152.54 0.785 42.240 0.0288 1,194.78 0.814

7.1.9 STRUCTURAL CONCRETE CLASS K125 M³ 35.33 619,583.00 21,889,867.39 0.01 168.29 619,583.00 104,269,623.07 0.058 244.970 0.085 - 244.97 0.085

7.3.1 REINFORCING STEEL PLAIN ROUND BARS BJTP 24 kg 33,837.96 10,819.00 366,092,889.24 0.22 155,100.01 10,819.00 1,678,027,008.19 0.940 57,232.84 0.347 2,801.600 0.0170 60,034.44 0.364

7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01 4,076.06 471,106.00 1,920,256,322.36 1.075 - - - - -

4,146,382,605.11 2.44 7,504,907,990.41 4.203 1.217 0.046 1.262


QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.)ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)

M³

M¹M¹M¹

Excavation of Existing Asphalt Pavement material without Cold Miling Machine

M2

M2


: Renardet S.A joint venture with PT. Cipta Strada,PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)

: KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013

UP TO THIS MONTH

632,290,400.00

195,884,150.86

828,174,550.86

198,367,140.17 3,718,078,730.16

7,604,482,506.45 2,996,976,303.64

14,517,904,680.417

3,212,785,958.67 350,347.08

17,374,940.98 0.00

81,309,681.58 1,081,405,135.51

85,873,546.61 372.38

2,710.27 4,479,102,693.09

6,454,704,932.30

18,076,242,466.67 399,677,553,841.69 417,753,796,308.37

695,058,524.73 1,161,309,912.15

17,153,331,696.75 82,961,604,529.41 27,479,277,157.52

2,792,297,676.64 539,354,711,109.67

162,403,295.32 1,386,578,960.94

673,146,572,863.13

- 2,931,420,317.36

8,862,111.17 610,314,272.01

0.00

3,550,596,700.539

AMOUNT ( Rp.)


Package : 04, IPUH - BANTAL Month : Oktober 25, 2015Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT

ORIGINAL CONTRACT ADDENDUM 02 LAST MONTH THIS MONTH

( % ) ( % ) QUANTITY ( % ) QUANTITY ( % )

DIVISION 1. GENERAL

1.2 Mobilization LS 1.00 903,272,000.00 903,272,000.00 0.532 1.00 903,272,000.00 903,272,000.00 0.506 0.70 0.354 0.020 0.01 1.7 Provisional Sum LS 1.00 10,700,000,000.00 10,700,000,000.00 6.296 1.00 10,700,000,000.00 10,700,000,000.00 5.992 - - - 1.8 Traffic Management and Safety LS 1.00 242,165,000.00 242,165,000.00 0.142 1.00 242,165,000.00 242,165,000.00 0.136 0.85 0.115 - 1.19.1 Relocation of Existing Phone Utility Pole Each 32.00 3,500,000.00 112,000,000.00 0.066 32.00 3,500,000.00 112,000,000.00 0.063 - - 1.19.2 Relocation of existing PDAM utility Pole Ln.M 200.00 496,053.69 99,210,738.00 0.058 200.00 496,053.69 99,210,738.00 0.056 - - 1.19.3 Relocation of existing electric utility pole Each 54.00 5,337,405.00 288,219,870.00 0.170 54.00 5,337,405.00 288,219,870.00 0.161 - -

12,344,867,608.00 7.264 12,344,867,608.00 6.913 0.469 0.010 DIVISION 2. DRAINAGE

2.1 Excavation for Drainage, Ditches and Water ways 48,084.81 24,627.00 1,184,184,615.87 0.697 46,973.75 24,627.00 1,156,822,541.25 0.648 12,434.390 0.171 2,635.205 0.036

2.2 MORTAR STONE WORK M³ 12,289.11 498,156.00 6,121,893,881.16 3.602 9,287.94 498,156.00 4,626,843,038.64 2.591 2,880.723 0.804 1,274.180 0.355

2.3.3 Reinforced Concrete Pipe Culvert Inside dia. 80 to 100 Cm 164.00 1,380,750.00 226,443,000.00 0.133 234.50 1,380,750.00 323,785,875.00 0.181 - -

2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.083 8,550.00 970,184.00 8,295,073,200.00 4.645 1,687.44 0.917 559.000 0.304

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.212 2,675.00 1,299,849.00 3,477,096,075.00 1.947 1,184.150 0.862 13.140 0.010 19,930,092,682.03 11.728 17,879,620,729.89 10.012 2.754 0.705


3.1.1 Common Excavation M³ 141,090.72 19,265.00 2,718,112,720.80 1.60 126,260.79 19,265.00 2,432,414,119.35 1.362 122,435.757 1.321 3,963.270 0.043

3.1.3 Structure Excavation, 0-2 m depth M³ 36,812.67 54,674.00 2,012,695,919.58 1.18 3,913.90 16,412.00 64,234,926.80 0.036 593.470 0.005 -

3.1.7 M³ 6,316.50 94,549.00 597,218,758.50 0.35 2,179.31 87,484.00 190,654,756.04 0.107 1,860.288 0.091 -

3.1.8 Excavation of Granular Pavement 275,218.94 1,780.00 489,889,713.20 0.29 7,082.77 21,216.00 150,268,048.32 0.084 - - -

3.2.1 Common Embankment M³ 38.00 50,000.00 1,900,000.00 0.001 18,560.85 54,674.00 1,014,795,912.90 0.568 2,617.072 0.080 -

3.2.2 Selected Embankment M³ 13,551.81 94,549.00 1,281,310,083.69 0.717 15,940.805 0.844 871.944 0.05

3.3 Grade Preparation 247,143.18 1,780.00 439,914,860.40 0.246 195,841.069 0.195 756.000 0.001

3.4.4 Selected Tree Removal Diameter 15 - 30 CM Each 38.00 50,000.00 1,900,000.00 0.001 7.000 0.0002 - -

3.4.5 Selected Tree Removal Diameter 30 - 50 CM Each 22.00 100,000.00 2,200,000.00 0.001 22.00 100,000.00 2,200,000.00 0.001 22.000 0.0012 - - 5,822,017,112.08 3.43 5,577,692,707.50 3.123 2.538 0.090


4.2.3 AGGREGATE BASE CLASS S M³ 18,983.25 290,225.00 5,509,413,731.25 3.24 25,045.35 290,225.00 7,268,786,703.75 4.070 5,464.025 0.888 660.000 0.107 -


5.1.1 AGGREGATE BASE CLASS A M³ 16,974.21 308,208.00 5,231,587,315.68 3.08 23,072.15 308,208.00 7,111,021,207.20 3.982 14,728.73 2.542 828.237 0.143

5.1.2 AGGREGATE BASE CLASS B M³ 81,691.38 295,535.00 24,142,661,988.30 14.21 105,858.74 295,535.00 31,284,962,725.90 17.519 77,196.60 12.775 55.194 0.009 29,374,249,303.98 17.28 38,395,983,933.10 21.501 15.317 0.152


6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 160,421.46 10,416.00 1,670,949,927.36 0.936 71,316.49 0.416 1,211.409 0.007

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 165,902.59 10,559.00 1,751,765,447.81 0.981 112,119.82 0.663 7,337.733 0.043

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fine/course) Tone 25,810.58 415,001.00 10,711,416,510.58 6.30 25,182.54 415,001.00 10,450,779,282.54 5.852 7,062.91 1.641 216.703 0.050

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BC)(fine/course) Tone 37,436.87 398,353.00 14,913,089,475.11 8.78 38,173.39 398,353.00 15,206,484,426.67 8.515 24,457.566 5.456 1,712.553 0.382

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 19,796.93 382,474.00 7,571,811,004.82 4.240 16,944.807 3.629 2,034.371 0.436

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine/course) Tone 19,309.21 380,934.00 7,355,534,602.14 4.33 8,167.49 380,934.00 3,111,274,635.66 1.742 4,207.331 0.897 -

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 5,163.46 8,090,500.00 41,774,973,130.00 23.393 2,849.810 12.911 226.600 1.027

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 15,490.40 40,000.00 619,616,000.00 0.347 11,701.599 0.262 679.799 0.015

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 1,772,291.81 1,184.00 2,098,393,503.04 1.175 996,641.521 0.661 80,733.937 0.0535 87,463,307,279.15 51.47 84,256,047,357.90 47.181 26.536 2.014


7.1.4 STRUCTURAL CONCRETE CLASS K350 M³ 49.28 1,366,038.00 67,318,352.64 0.04 146.44 1,366,038.00 200,042,604.72 0.112 - - - -

7.1.6 STRUCTURAL CONCRETE CLASS K250 M³ 220.38 1,216,303.00 268,048,855.14 0.16 2,961.69 1,216,303.00 3,602,312,432.07 2.017 1,194.78 0.814 -

7.1.9 STRUCTURAL CONCRETE CLASS K125 M³ 35.33 619,583.00 21,889,867.39 0.01 168.29 619,583.00 104,269,623.07 0.058 244.970 0.085 -

7.3.1 REINFORCING STEEL PLAIN ROUND BARS BJTP 24 kg 33,837.96 10,819.00 366,092,889.24 0.22 155,100.01 10,819.00 1,678,027,008.19 0.940 60,034.44 0.364 -

7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01 4,076.06 471,106.00 1,920,256,322.36 1.075 - - -

4,146,382,605.11 2.44 7,504,907,990.41 4.203 1.262 -


QUANTITYUNIT PRICE

(Rp) AMOUNT

( Rp.)ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)

M³

M¹M¹M¹


M2

M2


: Oktober 25, 2015: Renardet S.A joint venture with PT. Cipta Strada,

PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero): KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013: JUNE 11, 2013

UP TO THIS MONTH

QUANTITY ( % )

0.72 0.364 650,355,840.00

0.85 0.115 195,884,150.86

0.479 846,239,990.86

15,069.595 0.208 240,406,844.54 4,154.903 1.159 5,362,631,868.30

- 2,246.440 1.220 10,123,627,318.18 1,197.2900 0.871 3,030,232,452.46

3.459 18,756,898,483.479

126,399.027 1.364 3,316,784,484.57 593.470 0.005 350,347.08 1,860.288 0.091 17,374,940.98 - - 0.00 2,617.072 0.080 81,309,681.58 16,812.749 0.890 1,140,556,756.09 196,597.069 0.196 86,205,041.95 7.00 0.0002 372.38 22.00 0.001 2,710.27

2.628 4,642,584,334.91

6,124.02 0.995 7,234,369,279.49

15,556.967 2.685 19,092,719,957.31 77,251.799 12.785 399,963,313,856.73

15.469 419,056,033,814.03

72,527.901 0.423 706,865,049.66 119,457.553 0.706 1,237,312,374.89 7,279.61 1.692 17,679,626,270.35 26,170.119 5.838 88,770,693,470.01 18,979.178 4.065 30,778,402,820.66 4,207.33 0.897 2,792,297,676.64 3,076.410 13.938 582,240,961,556.02 12,381.399 0.277 171,838,045.51 1,077,375.457 0.714 1,498,900,167.29

28.550 725,876,897,431.02

- - - 1,194.780 0.814 2,931,420,317.36 244.97 0.085 8,862,111.17 60,034.440 0.364 610,314,272.01 - - 0.00

1.262 3,550,596,700.539

AMOUNT ( Rp.)

DESCRIPTION UNIT

ORIGINAL CONTRACT ADDENDUM 02

( % ) ( % )PAY ITEM


UNIT PRICE (Rp)

AMOUNT ( Rp.)

ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)


8.1.1 AGGREGATE BASE CLASS A FOR MINOR WORKS M³ 205.00 298,544.00 61,201,520.00 0.04 205.00 298,544.00 61,201,520.00 0.034

8.1.2 AGGREGATE BASE CLASS B FOR MINOR WORKS M³ 123.00 295,535.00 36,350,805.00 0.02 123.00 295,535.00 36,350,805.00 0.020

8.1.5 HOT ASPHALTIC MIXTURE FOR MINOR WORKS M³ 90.00 2,046,098.00 184,148,820.00 0.11 90.00 2,046,098.00 184,148,820.00 0.103

8.3.1 STABILIZATION BY VEGATATION 1,240.00 11,094.00 13,756,560.00 0.01 1,240.00 11,094.00 13,756,560.00 0.008

8.4.1 PAVETMENT MARKINGS THERMOPLASTIC TYPE 15,137.22 116,895.00 1,769,465,331.90 1.04 15,137.22 116,895.00 1,769,465,331.90 0.991

8.4.4a ROAD SIGNS with Reflector of High Intensity Grade Single Each 472.00 300,000.00 141,600,000.00 0.08 472.00 300,000.00 141,600,000.00 0.079

8.4.5 GUIDE POSTS Each 283.00 118,230.00 33,459,090.00 0.02 283.00 118,230.00 33,459,090.00 0.019

8.4.6a KILOMETER POSTS Each 41.00 403,858.00 16,558,178.00 0.01 41.00 403,858.00 16,558,178.00 0.009

8.4.7 GUARD RAIL 3,500.00 724,623.00 2,536,180,500.00 1.49 3,500.00 724,623.00 2,536,180,500.00 1.420 4,792,720,804.90 2.82 4,792,720,804.90 2.684

DIVISION 9. DAYWORK9.1 Foreman Hour 82.00 10,000.00 820,000.00 0.0005 82.00 10,000.00 820,000.00 0.0005 9.2 Labor Hour 205.00 7,857.00 1,610,685.00 0.001 205.00 7,857.00 1,610,685.00 0.001 9.3 Skilled Labor Hour 82.00 9,286.00 761,452.00 0.0004 82.00 9,286.00 761,452.00 0.0004 9.4 Dump Truck 3 - 4 M3 Hour 82.00 172,500.00 14,145,000.00 0.008 82.00 172,500.00 14,145,000.00 0.008 9.5 Flat Bed Truck 3 - 4 tonnes Hour 82.00 129,500.00 10,619,000.00 0.006 82.00 129,500.00 10,619,000.00 0.006 9.6 Water Tank Truck 3000 - 4500 litres Hour 82.00 172,600.00 14,153,200.00 0.008 82.00 172,600.00 14,153,200.00 0.008 9.7 Bulldozer 100 - 150 HP Hour 41.00 407,600.00 16,711,600.00 0.010 41.00 407,600.00 16,711,600.00 0.009 9.8 Motor Grader min 100 HP Hour 41.00 407,600.00 16,711,600.00 0.010 41.00 407,600.00 16,711,600.00 0.009 9.9 Wheel Loader 1.0 - 1.6 M3 Hour 41.00 435,500.00 17,855,500.00 0.011 41.00 435,500.00 17,855,500.00 0.010 9.10 Crawler Loader 75 - 100 HP Hour 41.00 371,925.00 15,248,925.00 0.009 41.00 371,925.00 15,248,925.00 0.009 9.11 Excavator 80 - 140 HP Hour 41.00 371,925.00 15,248,925.00 0.009 41.00 371,925.00 15,248,925.00 0.009 9.12 Crane on Wheels 10 - 15 Ton Hour 41.00 377,000.00 15,457,000.00 0.009 41.00 377,000.00 15,457,000.00 0.009 9.13 Tandem Roller 6 - 9 tonnes Hour 82.00 377,000.00 30,914,000.00 0.018 82.00 377,000.00 30,914,000.00 0.017 9.14 Vibratory Roller 5 - 8 Tonnes Hour 82.00 322,000.00 26,404,000.00 0.016 82.00 322,000.00 26,404,000.00 0.015 9.15 Hand Vibrator 1.5 - 3.0 HP Hour 82.00 29,000.00 2,378,000.00 0.001 82.00 29,000.00 2,378,000.00 0.001 9.16 Pneumatic Tired Roller Hour 41.00 377,000.00 15,457,000.00 0.009 41.00 377,000.00 15,457,000.00 0.009 9.17 Compressor 400 - 6500 litre/minute Hour 82.00 139,600.00 11,447,200.00 0.007 82.00 139,600.00 11,447,200.00 0.006 9.18 Concrete Mixer 0.3 - 0.6 M3 Hour 82.00 34,100.00 2,796,200.00 0.002 82.00 34,100.00 2,796,200.00 0.002 9.19 Water Pump 70 - 100 mm Hour 82.00 28,600.00 2,345,200.00 0.001 82.00 28,600.00 2,345,200.00 0.001 9.20 Jack Hammer Hour 82.00 38,700.00 3,173,400.00 0.002 82.00 38,700.00 3,173,400.00 0.002

234,257,887.00 0.1378 234,257,887.00 0.1312 DIVISION 10. ROUTINE MAINTENANCE WORKS

10.1.1 Routine Maintenance of Pavement LS 1.00 141,640,589.87 141,640,589.87 0.08 1.00 141,640,589.87 141,640,589.87 0.079 10.1.2 Routine Maintenance of Shoulders LS 1.00 70,687,815.42 70,687,815.42 0.04 1.00 70,687,815.42 70,687,815.42 0.040 10.1.3 Routine Maintenance of Ditches, Drains, Cuttings and Embankment LS 1.00 67,369,396.36 67,369,396.36 0.04 1.00 67,369,396.36 67,369,396.36 0.038 10.1.4 Routine Maintenance of Road Furniture LS 1.00 13,322,747.02 13,322,747.02 0.01 1.00 13,322,747.02 13,322,747.02 0.007 10.1.5 Routine Maintenance of Bridges LS 1.00 32,170,520.80 32,170,520.80 0.02 1.00 32,170,520.80 32,170,520.80 0.018

325,191,069.47 0.19 325,191,069.47 0.182 TOTAL WORKS 169,942,500,082.97 100.00 178,580,076,791.92 100.00

PROGRESS ( % )

ACTUALSCHEDULEDEVIATION

M²

M²

M¹

LAST MONTH THIS MONTH UP TO THIS MONTH

QUANTITY ( % ) QUANTITY ( % ) QUANTITY ( % ) AMOUNT ( Rp.)

205.00 0.034 Err:522 - Err:522 0.034 2,097,449.01 123.00 0.020 Err:522 - Err:522 0.020 739,937.54 90.00 0.103 Err:522 - Err:522 0.103 18,989,121.58 - - - - - - 0.00

- - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00

0.158 - 0.158 21,826,508.131

0.960 0.076 - 0.960 0.076 10,784,839.37 0.960 0.038 - 0.960 0.038 2,686,131.98 0.960 0.036 - 0.960 0.036 2,439,852.32 - - Err:522 - Err:522 0.970 0.017 - 0.970 0.017

0.168 - 0.168 15,910,823.67 45.865 4.226 50.091 1,114,313,885,128.21 45.865 4.226 50.091 7,547,325,325.86 89.467 4.456 91.856 164,036,515,337.99

-43.602 -0.230 -41.765 950,277,369,790.22


IRFIADI, STActing SSE

DESCRIPTION UNIT


( % ) ( % )PAY ITEM


UNIT PRICE (Rp)

AMOUNT ( Rp.)

ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)








8.4.5 GUIDE POSTS Each 283.00 118,230.00 33,459,090.00 0.02 283.00 118,230.00 33,459,090.00 0.019


8.4.7 GUARD RAIL 3,500.00 724,623.00 2,536,180,500.00 1.49 3,500.00 724,623.00 2,536,180,500.00 1.420 4,792,720,804.90 2.82 4,792,720,804.90 2.684




325,191,069.47 0.19 325,191,069.47 0.182 TOTAL WORKS 169,942,500,082.97 100.00 178,580,076,791.92 100.00

PROGRESS ( % )


M²

M²

M¹




- - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00

0.158 - 0.158 21,826,508.131

0.955 0.076 0.005 - 0.960 0.076 10,729,791.75 0.955 0.038 0.005 - 0.960 0.038 2,672,421.52 0.955 0.036 0.005 - 0.960 0.036 2,427,398.91 - - Err:522 - Err:522 0.962 0.017 0.008 - 0.970 0.018

0.167 - 0.168 15,829,612.18 42.141 4.136 46.278 1,047,327,732,053.23 42.141 4.136 46.278 7,386,414,066.07 81.188 4.804 89.467 159,770,237,303.43

-39.047 -0.668 -43.189 887,557,494,749.80




Package : 04, IPUH - BANTAL Month : July 25, 2015Province : BENGKULU Engineer : Renardet S.A joint venture with PT. Cipta Strada,Contractor : PT. WASKITA KARYA DAN PT. DAYA MULYA TURANNGA, JO. PT. Daya Kreasi Mitrayasa, PT. Seecons, PT. Yodya Karya (Persero)Contract No. : 01-26/04-WINRIP-WP1/CE/A/8043/11-13 Contract No. : KU.03.01/PPK-PR/WINRIP/Bx/01/VI/2013Date : NOVEMBER 14, 2013 Date : JUNE 11, 2013

DESCRIPTION UNIT

ORIGINAL CONTRACT ADDENDUM 02 LAST MONTH THIS MONTH UP TO THIS MONTH

( % ) ( % ) QUANTITY ( % ) QUANTITY ( % ) QUANTITY ( % )

DIVISION 1. GENERAL

1.2 Mobilization LS 1.00 903,272,000.00 903,272,000.00 0.532 1.00 903,272,000.00 903,272,000.00 0.506 0.70 0.354 - 0.70 0.354 632,290,400.00 1.7 Provisional Sum LS 1.00 10,700,000,000.00 10,700,000,000.00 6.296 1.00 10,700,000,000.00 10,700,000,000.00 5.992 - - - 1.8 Traffic Management and Safety LS 1.00 242,165,000.00 242,165,000.00 0.142 1.00 242,165,000.00 242,165,000.00 0.136 0.85 0.115 - 0.85 0.115 195,884,150.86 1.19.1 Relocation of Existing Phone Utility Pole Each 32.00 3,500,000.00 112,000,000.00 0.066 32.00 3,500,000.00 112,000,000.00 0.063 - - 1.19.2 Relocation of existing PDAM utility Pole Ln.M 200.00 496,053.69 99,210,738.00 0.058 200.00 496,053.69 99,210,738.00 0.056 - - 1.19.3 Relocation of existing electric utility pole Each 54.00 5,337,405.00 288,219,870.00 0.170 54.00 5,337,405.00 288,219,870.00 0.161 - -

12,344,867,608.00 7.264 12,344,867,608.00 6.913 0.469 - 0.469 828,174,550.86 DIVISION 2. DRAINAGE

2.1 48,084.81 24,627.00 1,184,184,615.87 0.697 46,973.75 24,627.00 1,156,822,541.25 0.648 9,028.059 0.125 782.642 0.011 9,810.700 0.135 156,511,135.81

2.2 MORTAR STONE WORK M³ 12,289.11 498,156.00 6,121,893,881.16 3.602 9,287.94 498,156.00 4,626,843,038.64 2.591 799.290 0.223 206.850 0.058 1,006.140 0.281 1,298,600,428.83

2.3.3 Reinforced Concrete Pipe Culvert Inside dia. 8 164.00 1,380,750.00 226,443,000.00 0.133 234.50 1,380,750.00 323,785,875.00 0.181 - - -

2.4.9.5a U-Ditch Type DS 5a (withount covered) 10,655.00 970,184.00 10,337,310,520.00 6.083 8,550.00 970,184.00 8,295,073,200.00 4.645 1,694.74 0.921 387.400 0.210 2,082.142 1.131 9,383,214,559.97

2.4.9.5b U-Ditch Type DS 5b (with covered) 1,585.00 1,299,849.00 2,060,260,665.00 1.212 2,675.00 1,299,849.00 3,477,096,075.00 1.947 60.000 0.044 - 60.000 0.044 151,854,560.84 19,930,092,682.03 11.728 17,879,620,729.89 10.012 1.312 0.279 1.591 10,990,180,685.451


3.1.1 Common Excavation M³ 141,090.72 19,265.00 2,718,112,720.80 1.60 126,260.79 19,265.00 2,432,414,119.35 1.362 103,213.850 1.113 3,639.970 0.039 106,853.820 1.153 2,803,906,816.03

3.1.3 Structure Excavation, 0-2 m depth M³ 36,812.67 54,674.00 2,012,695,919.58 1.18 3,913.90 16,412.00 64,234,926.80 0.036 458.005 0.004 135.465 0.001 593.470 0.005 350,347.08

3.1.7 M³ 6,316.50 94,549.00 597,218,758.50 0.35 2,179.31 87,484.00 190,654,756.04 0.107 577.740 0.028 136.020 0.007 713.760 0.035 6,666,463.05

3.1.8 Excavation of Granular Pavement 275,218.94 1,780.00 489,889,713.20 0.29 7,082.77 21,216.00 150,268,048.32 0.084 1,500.71 0.018 1,180.290 0.014 2,681.000 0.032 4,786,234.37

3.2.1 Common Embankment M³ 38.00 50,000.00 1,900,000.00 0.001 18,560.85 54,674.00 1,014,795,912.90 0.568 2,512.350 0.077 - 2,512.350 0.077 78,056,072.27

3.2.2 Selected Embankment M³ 13,551.81 94,549.00 1,281,310,083.69 0.717 13,429.375 0.711 2,059.555 0.11 15,488.930 0.820 1,050,750,476.25

3.3 Grade Preparation 247,143.18 1,780.00 439,914,860.40 0.246 190,240.965 0.190 1,746.176 0.002 191,987.140 0.191 84,183,653.29

3.4.4 Selected Tree Removal Diameter 15 - 30 CM Each 38.00 50,000.00 1,900,000.00 0.001 7.000 0.0002 - - 7.00 0.0002 372.38

3.4.5 Selected Tree Removal Diameter 30 - 50 CM Each 22.00 100,000.00 2,200,000.00 0.001 22.00 100,000.00 2,200,000.00 0.001 22.000 0.0012 - - 22.00 0.001 2,710.27 5,822,017,112.08 3.43 5,577,692,707.50 3.123 2.143 0.172 2.315 4,028,703,144.99

DIVISION 4. PAVEMENT WIDENING AND SH

4.2.3 AGGREGATE BASE CLASS S M³ 18,983.25 290,225.00 5,509,413,731.25 3.24 25,045.35 290,225.00 7,268,786,703.75 4.070 1,722.488 0.280 98.972 0.016 1,821.46 0.296 2,151,708,214.89 -


5.1.1 AGGREGATE BASE CLASS A M³ 16,974.21 308,208.00 5,231,587,315.68 3.08 23,072.15 308,208.00 7,111,021,207.20 3.982 10,720.67 1.850 2,223.574 0.384 12,944.24 2.234 15,886,178,292.30

5.1.2 AGGREGATE BASE CLASS B M³ 81,691.38 295,535.00 24,142,661,988.30 14.21 105,858.74 295,535.00 31,284,962,725.90 17.519 67,236.54 11.127 1,354.292 0.224 68,590.83 11.351 355,122,031,244.62 29,374,249,303.98 17.28 38,395,983,933.10 21.501 12.977 0.608 13.585 371,008,209,536.91


6.1.1 PRIME COAT litre 275,218.94 10,416.00 2,866,680,479.04 1.69 160,421.46 10,416.00 1,670,949,927.36 0.936 44,125.71 0.257 3,612.649 0.021 47,738.36 0.278 465,263,429.85

6.1.2 TACK COAT litre 167,122.18 10,559.00 1,764,643,098.62 1.04 165,902.59 10,559.00 1,751,765,447.81 0.981 102,867.89 0.608 - 102,867.89 0.608 1,065,480,713.74

6.3.5a ASPHALT CONCRETE-WEARING COURSE (AC-WC)(fiTone 25,810.58 415,001.00 10,711,416,510.58 6.30 25,182.54 415,001.00 10,450,779,282.54 5.852 7,032.25 1.634 30.655 0.007 7,062.91 1.641 17,153,331,696.75

6.3.6a ASPHALT CONCRETE-BASE BLINDER COURSE (AC BCTone 37,436.87 398,353.00 14,913,089,475.11 8.78 38,173.39 398,353.00 15,206,484,426.67 8.515 20,020.816 4.466 1,910.477 0.426 21,931.29 4.892 74,392,326,166.45

6.3.7a ASPHALT CONCRETE-BASE (AC BASE)(fine/course) Tone 14,475.51 382,474.00 5,536,506,211.74 3.26 19,796.93 382,474.00 7,571,811,004.82 4.240 10,700.318 2.292 760.856 0.163 11,461.17 2.455 18,586,507,799.18

6.3.7c ASPHALT CONCRETE-BASE Lev. (AC BASE Lev.)(fine Tone 19,309.21 380,934.00 7,355,534,602.14 4.33 8,167.49 380,934.00 3,111,274,635.66 1.742 4,147.200 0.885 29.760 0.006 4,176.96 0.891 2,772,141,512.79

6.3.8a ASPHALT CEMENT Tone 5,164.44 8,090,500.00 41,782,901,820.00 24.59 5,163.46 8,090,500.00 41,774,973,130.00 23.393 2,256.002 10.221 165.703 0.751 2,421.71 10.971 458,331,607,981.26

6.3.9 ANTI STRIPPING AGENT Kg 15,493.33 40,000.00 619,733,200.00 0.36 15,490.40 40,000.00 619,616,000.00 0.347 7,800.210 0.175 2,423.206 0.054 10,223.42 0.229 141,887,986.06

6.3.10b FILLER ADDED - PORTLAND CEMENT Kg 1,615,542.13 1,184.00 1,912,801,881.92 1.13 1,772,291.81 1,184.00 2,098,393,503.04 1.175 790,100.336 0.524 20,999.936 0.0139 811,100.27 0.538 1,128,444,428.25 87,463,307,279.15 51.47 84,256,047,357.90 47.181 21.061 1.443 22.504 574,036,991,714.33


7.1.4 STRUCTURAL CONCRETE CLASS K350 M³ 49.28 1,366,038.00 67,318,352.64 0.04 146.44 1,366,038.00 200,042,604.72 0.112 - - - - - - -

7.1.6 STRUCTURAL CONCRETE CLASS K250 M³ 220.38 1,216,303.00 268,048,855.14 0.16 2,961.69 1,216,303.00 3,602,312,432.07 2.017 856.84 0.584 163.997 0.1117 1,020.84 0.695 2,504,654,511.10

7.1.9 STRUCTURAL CONCRETE CLASS K125 M³ 35.33 619,583.00 21,889,867.39 0.01 168.29 619,583.00 104,269,623.07 0.058 184.860 0.064 19.590 0.0068 204.45 0.071 7,396,247.00

7.3.1 REINFORCING STEEL PLAIN ROUND BARS B kg 33,837.96 10,819.00 366,092,889.24 0.22 155,100.01 10,819.00 1,678,027,008.19 0.940 44,693.12 0.271 3,127.732 0.0189 47,820.85 0.290 486,150,070.77

7.9 STONE MASONRY M³ 7,265.95 471,106.00 3,423,032,640.70 2.01 4,076.06 471,106.00 1,920,256,322.36 1.075 - - - - - 0.00

4,146,382,605.11 2.44 7,504,907,990.41 4.203 0.918 0.137 1.056 2,998,200,828.875

PAY ITEM No.

ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)

ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)

AMOUNT ( Rp.)

Excavation for Drainage, Ditches and Water ways

M³

M¹M¹M¹


M2

M2

DESCRIPTION UNIT


( % ) ( % )PAY ITEM


UNIT PRICE (Rp)

AMOUNT ( Rp.)

ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)








8.4.5 GUIDE POSTS Each 283.00 118,230.00 33,459,090.00 0.02 283.00 118,230.00 33,459,090.00 0.019


8.4.7 GUARD RAIL 3,500.00 724,623.00 2,536,180,500.00 1.49 3,500.00 724,623.00 2,536,180,500.00 1.420 4,792,720,804.90 2.82 4,792,720,804.90 2.684




325,191,069.47 0.19 325,191,069.47 0.182 TOTAL WORKS 169,942,500,082.97 100.00 178,580,076,791.92 100.00

PROGRESS ( % )


M²

M²

M¹




- - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00 - - - - - - 0.00

0.158 - 0.158 21,826,508.131

0.960 0.076142293540 - ### 0.960000 0.076 10,784,839.37 0.960 0.037999929231898700000 - ### 0.960000 0.038 2,686,131.98 0.960 0.0362160335393731000 - ### 0.960000 0.036 2,439,852.32 - - Err:522 Err:522 Err:522 Err:522 0.970 0.017 - ###

0.168 - 0.168 15,910,823.67 44.235 2.042 46.278 1,047,327,813,264.72 44.235 2.042 46.278 3,647,474,794.49 83.699 2.153 89.467 159,770,237,303.43

-39.464 -0.111 -43.189 887,557,575,961.29



DESCRIPTION UNIT

ORIGINAL CONTRACT ADDENDUM 02 LAST MONTH

( % ) ( % ) QUANTITYPAY ITEM


UNIT PRICE (Rp)

AMOUNT ( Rp.)

ESTIMATED QUANTITY

UNIT PRICE (Rp)

AMOUNT ( Rp.)


8.1.1 AGGREGATE BASE CLASS A FOR MINOR WORKS M³ 205.00 298,544.00 61,201,520.00 0.04 205.00 298,544.00 61,201,520.00 0.034 205.00

8.1.2 AGGREGATE BASE CLASS B FOR MINOR WORKS M³ 123.00 295,535.00 36,350,805.00 0.02 123.00 295,535.00 36,350,805.00 0.020 123.00

8.1.5 HOT ASPHALTIC MIXTURE FOR MINOR WORKS M³ 90.00 2,046,098.00 184,148,820.00 0.11 90.00 2,046,098.00 184,148,820.00 0.103 90.00

8.3.1 STABILIZATION BY VEGATATION 1,240.00 11,094.00 13,756,560.00 0.01 1,240.00 11,094.00 13,756,560.00 0.008 -

8.4.1 PAVETMENT MARKINGS THERMOPLASTIC TYPE 15,137.22 116,895.00 1,769,465,331.90 1.04 15,137.22 116,895.00 1,769,465,331.90 0.991 -

8.4.4a ROAD SIGNS with Reflector of High Intensity Grade Single Each 472.00 300,000.00 141,600,000.00 0.08 472.00 300,000.00 141,600,000.00 0.079 -

8.4.5 GUIDE POSTS Each 283.00 118,230.00 33,459,090.00 0.02 283.00 118,230.00 33,459,090.00 0.019 -

8.4.6a KILOMETER POSTS Each 41.00 403,858.00 16,558,178.00 0.01 41.00 403,858.00 16,558,178.00 0.009 -

8.4.7 GUARD RAIL 3,500.00 724,623.00 2,536,180,500.00 1.49 3,500.00 724,623.00 2,536,180,500.00 1.420 - 4,792,720,804.90 2.82 4,792,720,804.90 2.684



10.1.1 Routine Maintenance of Pavement LS 1.00 141,640,589.87 141,640,589.87 0.08 1.00 141,640,589.87 141,640,589.87 0.079 0.960 10.1.2 Routine Maintenance of Shoulders LS 1.00 70,687,815.42 70,687,815.42 0.04 1.00 70,687,815.42 70,687,815.42 0.040 0.960 10.1.3 Routine Maintenance of Ditches, Drains, Cuttings and Embankment LS 1.00 67,369,396.36 67,369,396.36 0.04 1.00 67,369,396.36 67,369,396.36 0.038 0.960 10.1.4 Routine Maintenance of Road Furniture LS 1.00 13,322,747.02 13,322,747.02 0.01 1.00 13,322,747.02 13,322,747.02 0.007 - 10.1.5 Routine Maintenance of Bridges LS 1.00 32,170,520.80 32,170,520.80 0.02 1.00 32,170,520.80 32,170,520.80 0.018 0.970

325,191,069.47 0.19 325,191,069.47 0.182 TOTAL WORKS 169,942,500,082.97 100.00 178,580,076,791.92 100.00

PROGRESS ( % )


M²

M²

M¹


( % ) QUANTITY ( % ) QUANTITY ( % ) AMOUNT ( Rp.)

0.034 Err:522 - Err:522 0.034 2,097,449.01 0.020 Err:522 - Err:522 0.020 739,937.54 0.103 Err:522 - Err:522 0.103 18,989,121.58 - - - - - 0.00

- - - - - 0.00 - - - - - 0.00 - - - - - 0.00 - - - - - 0.00 - - - - - 0.00 0.158 - 0.158 21,826,508.131

0.076 - ### 0.960 0.076 10,784,839.37 0.038 - ### 0.960 0.038 2,686,131.98 0.036 - ### 0.960 0.036 2,439,852.32 - Err:522 Err:522 Err:522 Err:522 0.017 - ### 0.168 - 0.168 15,910,823.67 45.683 1.131 46.278 1,047,327,945,935.89 45.683 1.131 46.278 1,997,526,163.06 83.699 1.201 89.467 159,770,237,303.43

-38.016 -0.069 -43.189 887,557,708,632.46



3.10 QUANTITY RECORD UP TO Agustus 25, 2015.xls

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