RAB PAGAR PP.xls

D A F T A R U P A H P E K E R J A T A H U N 2 0 1 1

S U M B E R D A T A : P A S A R A N B E B A S D A E R A H : KABUPATEN MIMIKA

Edisi Desember 2012

NO. J E N I S B A H A N SAT HARGA

1 2 3 4

1 P e k e r j a Hr 100,000.00

2 M a n d o r Hr 175,000.00

3 T u k a n g l i s t r i k Hr 120,000.00

4 T u k a n g k a y u Hr 120,000.00

5 K e p . t k . k a y u Hr 150,000.00

6 T u k a n g b a t u Hr 120,000.00

7 K e p . t k . b a t u Hr 150,000.00

8 T u k a n g b e s i Hr 120,000.00

9 K e p . t k . b e s i Hr 150,000.00

10 T u k a n g c a t Hr 120,000.00

11 K e p . t k . c a t Hr 150,000.00

12 T u k a n g p l i t u r Hr 120,000.00

13 T u k a n g j a l a n Hr 120,000.00

14 T u k a n g g a l i Hr 100,000.00

2

305004875045000

48750

10.84990958409

27650

9493.75

Daftar Harga Bahan 2012

D A F T A R H A R G A S A T U A N B A H A N B A N G U N A N

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KABUPATEN MIMIKA

Edisi Desember 2012

NO. J E N I S B A H A N sat Harga Satuan (Rp)

1 2 3 4

I B A H A N D A S A R 1 BATU BELAH Batu Kali 550,000.00

Batu Belah Bulat Putih 15/20 m3 575,000.00 Batu Belah Bulat Putih 5/7 m3 600,000.00 Batu Belah Batu Belah Hitam 15/20 m3 625,000.00 Batu Belah Batu Belah Hitam 5/7 m3 650,000.00 Batu Belah Batu Belah Hitam 3/5 m3 675,000.00

2 KERIKIL Batu Pecah 2/3 m3 950,000.00 Batu Pecah 1/2 m3 975,000.00 Batu Pecah 0,5/1 m3 1,000,000.00 Srtu Timbunan m3 125,000.00 Koral m3 350,000.00 Kerikil Biasa m3 350,000.00

3 BATU TELA Batu Tela bh 2,100.00 Batako 2,500.00

4 PASIR Urug m3 280,000.00 Pasang m3 350,000.00 Beton m3 320,000.00 Sirtu m3 125,000.00

5 TANAH Padas m3 Liat m3 Dastu m3 101,500.55

6 KAPUR Padam m3 210,450.00 Semen Merah m3 13,623.33

7 PORTLAND CEMENT Semen PC kg 1,700.00 Semen warna kg 12,500.00

II B A H A N P E N U T U P A T A P 1 SIRAP (100 lbr) pak 4,803.75 2 GENTENG BETON

Genteng Beton Warna standard bh 4,331.00 Genteng Beton Warna Special bh 4,556.70 Genteng Beton Warna Khusus bh 4,723.54 Kerpus Beton Warna Standard bh 4,925.55 Kerpus Beton Warna Special bh 5,161.64 Kerpus Beton Warna Khusus bh 5,451.44


3 GENTENG TANAH LIAT Vlaam bh 879.93 Kodok bh 996.74 Kodok Glasur bh 5,947.50 Nok kerpus Kodok bh 3,954.83 Nok kerpus Kodok Glasur bh 5,749.25 Plentong super besar bh 1,265.75 Nok kerpus plentong super bh 4,473.33

4 GENTENG KACA Vlaam tebal 3 mm bh 8,761.82 Vlaam tebal 5 mm bh 10,884.14 Kodok tebal 3 mm bh 9,882.00 Kodok tebal 5 mm bh 12,352.50

5 ASBES GELOMBANG BESAR Asbes Gelombang Besar Uk. 200 cm X 110 cm X 5 mm bh 70,353.33 Asbes Gelombang Besar Uk . 225 cm X 110 cm X 5 mm bh 82,350.00 Asbes Gelombang Besar Uk . 250 cm X 110 cm X 5 mm bh 93,330.00 Asbes Gelombang Besar Uk . 200 cm X 110 cm X 6 mm bh 74,298.00 Asbes Gelombang Besar Uk . 225 cm X 110 cm X 6 mm bh 86,467.50 Asbes Gelombang Besar Uk . 250 cm X 110 cm X 6 mm bh 97,996.50 Asbes Gelombang Kecil Asbes Gelombang Kecil uk . 150 cm X 105 cm X 4 mm bh 37,006.67 Asbes Gelombang Kecil uk . 180 cm X 105 cm X 4 mm bh 40,937.78 Asbes Gelombang Kecil uk . 210 cm X 105 cm X 4 mm bh 49,959.00 Asbes Gelombang Kecil uk . 240 cm X 105 cm X 4 mm bh 59,078.50 Asbes Gelombang Kecil uk . 270 cm X 105 cm X 4 mm bh 68,320.00 Asbes Gelombang Kecil uk. 300 cm X 105 cm X 4 mm bh 79,910.00 Asbes Gelombang Kecil uk . 150 cm X 80 cm X 4 mm bh 27,282.37 Asbes Gelombang Kecil uk . 180 cm X 80 cm X 4 mm bh 29,604.28 Asbes Gelombang Kecil uk . 210 cm X 80 cm X 4 mm bh 34,248.08 Asbes Gelombang Kecil uk . 240 cm X 80 cm X 4 mm bh 38,311.42 Asbes Gelombang Kecil uk . 270 cm X 80 cm X 4 mm bh 63,736.26 Asbes Gelombang Kecil uk . 300 cm X 80 cm X 4 mm bh 68,689.66

6 ASBES PLAT Asbes Plat Uk.100cm X 100 cm X 3 mm bh 16,116.20 Asbes Plat Uk.100cm X 100 cm X 4 mm bh 22,875.00 Asbes Plat Uk.100cm X 100 cm X 5 mm bh 25,833.50 Asbes Plat Uk.100cm X 100 cm X 6 mm bh 32,635.00 Nok Nok Asbes Kerpus Asbes 1050x300x4 bh 30,622.00 Nok Asbes Stel Besar bh 31,923.33 Nok Asbes Paten Besar bh 35,786.67 Nokstel gelombang Nokstel gelombang Stel Besar bh 37,210.00 Nokstel gelombang Patent Besar 30x116x0,6 bh 46,512.50 Nokstel gelombang Plat besar 120x240x0,4 bh 65,117.50

7 FIBRE GLASS Fiber Gelas 180 X 92 cm bh 44,530.00 Fiber Gelas 200 X 92 cm bh 50,782.50 Fiber Gelas 250 X 92 cm bh 54,086.67 Fiber Gelas 180 X 105 cm bh 60,186.67 Fiber Gelas 200 X 105 cm bh 66,693.33 Fiber Gelas 250 X 105 cm bh 73,200.00


8 SENG PLAT Seng Plat BJLS 0,18 m' 17,995.00 Seng Plat BJLS 0,20 x 90 m' 27,602.50 Seng Plat BJLS 0,28 m' 32,940.00 Seng Plat BJLS 0,30 x 90 m' 44,936.67

9 SENG GELOMBANG Seng Gelombang BJLS 0,18 panjang 180 cm lbr 48,393.33 Seng Gelombang BJLS 0,20 panjang 180 cm lbr 49,132.73 Seng Gelombang BJLS 0,30 panjang 180 cm lbr 68,930.00 Seng Gelombang BJLS 0,40 panjang 180 cm lbr 79,300.00

10 ZINCALUME Zincalume Tebal 0,30 mm m' 63,440.00 Zincalume Tebal 0,35 mm m' 73,200.00 Zincalume Tebal 0,40 mm m' 85,400.00 Zincalume Tebal 0,50 mm m' 103,700.00

III . B A H A N K A Y U 1 JATI Papan m3 18,471,875.00

Balok/pesagen m3 15,921,000.00 2 KAMPER Papan m3 8,845,000.00

Balok/pesagen m3 8,540,000.00 3 KRUING Papan m3 7,938,486.90

Balok/pesagen m3 7,238,666.67 4 MERANTI Papan m3 5,185,000.00

Balok/pesagen m3 4,819,000.00 5 LANAN/BEGESTING Papan m3 5,111,416.67

Balok/pesagen m3 4,544,500.00 6 BENGKIRAI Papan m3 12,098,333.34

Balok/pesagen m3 11,132,500.00 4 MATOA Papan m3 2,100,000.00

Balok m3 2,000,000.00 4 KAYU BESI Papan m3 3,750,000.00

Balok m3 3,400,000.00 7 DOLKEN

Ø 8 - 10 x 400 cm ( Kayu BAKAU) bt 35,000.00 Ø 19 x 300 cm ( kayu BAKAU) bt 25,000.00

8 SENGON m3 686,860.00 9 KAYU BAKAR m3 500,000.00 10 BAMBU (6-8/600 cm)

Dolken Bambu Ori bt 19,977.50

IV . BAHAN PENUTUP DINDING / LANTAI 1 UBIN (TEGEL BIASA)

Ubin PC polos 30 X 30 cm m2 41,175.00 Ubin PC polos 20 X 20 cm m2 37,820.00 Ubin PC Warna 30 X 30 cm m2 54,137.50 Ubin PC Warna 20 X 20 cm m2 47,122.50

Teraso 30 X 30 cm m2 85,705.00 Teraso 20 X 20 cm m2 81,587.50

2 TEGEL PLINT Tegel PC warna 10 X 20 cm bh 1,830.00

Tegel PC abu-abu 15 x 20 bh 4,971.50 3 POLIS UBIN Lantai/badan m' 10,827.50

Plint m' 13,877.50 Trap m' 19,062.50


5 UBIN PORSELIN Lokal 11 X 11 putih dos 61,813.33

11 X 11 warna dos 61,813.33 Lokal 15 X 15 putih dos 71,980.00

15 X 15 warna dos 71,980.00 6 MOZAIK PORSELIN

10 X 20 cm m2 115,290.00 15 X 15 cm m2 202,926.67 20 X 20 cm m2 130,133.33 20 X 25 cm m2 133,590.00

7 Keramik 30 X 30 cm m2 42,928.75 20 X 20 cm m2 52,982.86 33 x 33 cm m2 84,180.00 25 x 25 cm m2 83,773.33 15 x 20 cm m2 53,680.00

8 KARPET Classic Bali m2 82,553.33 9 Batu Tempel Hitam m2 117,933.33 10 GRANITO 40 x 40 cm m2 159,413.33

60 x 60 cm m2 193,166.67 11 Marmer m2 849,933.33 12 Batu Paras m2 43,716.67 V . B A H A N C E T A K 1 10 cm - 100 cm bh 30,500.00

Ø 15 cm - 100 cm bh 36,000.00 Ø 20 cm - 100 cm bh 42,700.00 Ø 30 cm - 100 cm bh 58,966.67 Ø 50 cm - 100 cm bh 79,300.00 Ø 60 cm - 100 cm bh 139,062.89 Ø 70 cm - 100 cm bh 155,550.00 Ø 80 cm - 100 cm bh 215,177.33 Ø 100 cm - 100 cm bh 291,122.33 U 10 cm - 100 cm bh 28,060.00 U 15 cm - 100 cm bh 34,160.00 U 20 cm - 100 cm bh 38,633.33 U 30 cm - 100 cm bh 43,920.00 U 50 cm - 100 cm bh 49,206.67

2 LUBANG ANGIN (ROSTER) PC + PASIR 10 X 20 cm bh 4,168.33 20 X 20 cm bh 7,509.59 25 X 25 cm bh 8,540.00 30 X 30 cm bh 9,760.00 15 X 25 cm bh 10,370.00 15 X 30 cm bh 10,980.00

BUIS BETON Ø


VI . B A H A N B E S I 1 BESI BETON besi beton polos kg 19,000.00

besi beton ulir kg 20,000.00 2 BESI PLAT Besi Strip kg 7,030.71 3 BESI GALVANIS Besi Galvanis kg 12,200.00 4 BESI PROFIL Besi Profil CNP/UNP kg 12,078.00

5 JARING - JARING BAJA

Ø 4 - 2100 x 5400 mm lbr 701,500.00

Ø 6 - 2100 x 5400 mm lbr 1,242,570.00

5 BESI SIKU L 30 X 30 X 3 kg 8,207.15

L 40 X 40 X 4 kg 8,207.15

L 50 X 50 X 5 kg 8,207.15

6 kg 25,000.00

- Harmonika 12 X 45 mm m2 32,228.33

- Kawat Nyamuk Nylon m2 34,998.75

- Kawat Kasa m2 17,283.33

- Saringan pasir m2 14,884.00

- Kawat loket m2 18,763.60

- Kawat duri rol 82,214.44

- Kawat bronjong kg 18,544.00 VII . B A H A N P I P A 1 Pipa PVC SNI 06-0084-2002/ Standar ISO 4422 , S -10 (10 bar)

Pipa PVC (1/2 ") SCJ m 3,025.60 Pipa PVC ( 3/4" ) SCJ m 4,453.00 Pipa PVC ( 1" ) SCJ m 7,588.40

2 Pipa PVC SNI 06-0084-2002/ Standar ISO 4422 , S -10 (12,5 bar) Pipa PVC ( 2" ) SCJ m 27,023.00 Pipa PVC ( 3" ) SCJ m 54,790.20 Pipa PVC ( 4" ) SCJ m 82,289.00

3 Pipa Medium B Galvanis - SII Pipa Medium B Galvanis DN ½" m 15,616.76 Pipa Medium B Galvanis DN 25 ( ¾" ) m 19,940.39 Pipa Medium B Galvanis DN 32 ( 1" ) m 26,491.54 Pipa Medium B Galvanis DN 50 ( 1½" ) m 38,739.94 Pipa Medium B Galvanis DN 63 ( 2" ) m 52,762.15 Pipa Medium B Galvanis DN 2½" m 84,323.35 Pipa Medium B Galvanis DN 90 ( 3" ) m 107,295.95 Pipa Medium B Galvanis DN 110 ( 4" ) m 151,646.00 Pipa Medium B Galvanis DN 160 ( 6" ) m 242,414.00 Pipa Medium B Galvanis DN 160 ( 8" ) m 436,180.50 Pipa Medium B Galvanis DN 160 ( 10" ) m 615,815.33

KAWAT - Ikat beton/bendrat


4 Pipa Medium A Galvanis - SII Pipa Medium A Galvanis DN ½" m 19,977.50 Pipa Medium A Galvanis DN 25 ( ¾" ) m 25,620.00 Pipa Medium A Galvanis DN 32 ( 1" ) m 41,124.17 Pipa Medium A Galvanis DN 50 ( 1½" ) m 61,254.17 Pipa Medium A Galvanis DN 63 ( 2" ) m 83,163.33 Pipa Medium A Galvanis DN 2½" m 104,310.00 Pipa Medium A Galvanis DN 90 ( 3" ) m 132,166.67 Pipa Medium A Galvanis DN 110 ( 4" ) m 193,166.67

VIII . B A H A N L A N G I T - L A N G I T 1 AKUSTIK-uk : 30 X 30 lbr 13,725.00

30 X 60 lbr 15,961.67 60 X 120 lbr 22,875.00

List Kayu Profil 2 x 4 m' 7,747.00 2 SOFT BOARD-uk: 4'X 8'

Gypsum tebal 9 mm lbr 74,013.33 3 HARD BOARD-uk: 4'X 8' lbr 118,950.00 4 PLY WOOD

Teak wood 90 X 210 X 3 mm lbr 80,926.67 . 120 X 240 X 3 mm lbr 92,720.00 . 90 X 210 X 4 mm lbr 104,920.00 . 90 X 210 X 9 mm lbr 164,700.00 . 90 X 210 X 12 mm lbr 256,200.00 . 90 X 210 X 15 mm lbr 296,866.67 . 90 X 210 X 18 mm lbr 307,033.33 Tripleks . 120 X 240 X 3 mm lbr 51,683.64 . 120 X 240 X 4 mm lbr 67,527.00 . 120 X 240 X 6 mm lbr 80,723.33 Multipleks . 120 X 240 X 9 mm lbr 127,612.00 . 120 X 240 X 12 mm lbr 177,144.00 . 120 X 240 X 15 mm lbr 219,600.00 . 120 X 240 X 18 mm lbr 244,406.67 Formika ukuran pintu lbr 63,440.00

IX . B A H A N F I N I S H I N G 1 KAYU

Menie kg 22,147.69 Dempul plamur kg 19,131.82 Ambril/amplas lbr 3,331.54 Batu Apung kg 6,100.00 Cat dasar kg 21,984.40 Cat Penutup kg 31,354.00 . Sirlax ons 20,629.09 . Spiritus ltr 10,425.45 . Plitur jadi ltr 44,053.09

2 TEMBOK Kalkarium kg 5,591.67 Kapur sirih kg 8,235.00 Plamur kg 26,352.00 Cat Dasar kg 39,772.00 Cat Penutup kg 56,933.33


3 BESI Menie kg 21,738.18 Cat mengkilat kg 46,512.50 Cat dasar kg 18,300.00 Thinner A ltr 18,410.91 Minyak cat ltr 11,285.00 Thinner Super ltr 18,367.78 Residu (teer/aspal) blek 91,500.00

X . B A H A N K A C A 1 POLOS 3 mm m2 61,732.00

5 mm m2 76,372.00 2 ES KABUR 3 mm m2 77,775.00

5 mm m2 102,480.00 3 RAY BAND 3 mm m2 65,270.00

5 mm m2 84,790.00 XI . BAHAN INSTALASI LISTRIK 1 KABEL LISTRIK

N Y A : . 1 X 1 1/2 mm2 m' 1,240.33 SPLN LMK 1LMK 1 X 2 1/2 mm2 m' 2,379.00 N Y M : . 2 X 1 1/2 mm2 m' 2,257.00 SPLN 42-2LMK 2 X 2 1/2 mm2 m' 4,148.00

2 SKAKELAR Out bauw . Seri bh 10,736.00 . Engkel bh 11,224.00 In bauw . Seri bh 11,386.67 . Engkel bh 9,760.00

3 FUSE BOX (SEKERING KASA) 1 group bh 28,670.00 2 group bh 50,935.00

4 STEKER - Biasa bh 8,692.50 Arde bh 13,725.00 T Biasa bh 7,472.50 T dengan Arde bh 14,640.00

5 FITING Flaon bh 6,710.00 Gantung bh 2,948.33 Kap bh 6,710.00 Kombinasi bh 7,930.00

6 bh 10,248.00 Arde Outbow hitam bh 5,642.50 Arde IB bh 11,895.00 Arde Putar bh 15,402.50

XII . ALAT - ALAT PENGUNCI & PENGGANTUNG 1 KUNCI TANAM Union : 1 X slag bh 118,950.00

2 X slag bh 140,300.00 Yale : 1 X slag bh 152,500.00

2 X slag bh 246,033.33 Kuda : 1 X slag bh 67,100.00

2 X slag bh 68,625.00

STOP KONTAK - Arde Outbow putih


2 ENGSEL DAN GERENDEL Engsel Angin bh 26,673.64 Kupu-kupu biasa bh 6,987.27 Nylon kupu-kupu bh 14,843.33 Espagnoled - dalam negeri bh 21,350.00 Grendel Tanam luar negeri bh 49,943.75 Grendel biasa bh 6,786.25 Kait Angin bh 7,930.00 Door Stop bh 32,177.50

XIII . BAHAN SANITAIR 1 KLOSET DUDUK bh 532,918.18 2 KLOSET JONGKOK bh 114,883.33 3 WASTAFEL MEJA OVAL bh 266,875.00 4 WASTAFEL GANTUNG BULAT bh 302,966.67 5 WASTAFEL GANTUNG SUDUT bh 91,500.00 6 WASTAFEL GANTUNG SUDUT KECIL bh 314,150.00 7 WASTAFEL BAK CUCI bh 249,422.22 8 TEMPAT SABUN GANTUNG bh 54,900.00 9 TEMPAT SABUN TANAM bh 37,653.64 10 LAIN - LAIN

Kran Air bh 15,707.50 Seal tape bh 4,244.58 Floor drain bh 9,353.33

XIV . ALAT PENGIKAT KAYU 1 Paku Biasa 1/2" - 1" kg 16,644.29

Paku Biasa 2" - 5 " kg 15,600.00 2 PAKU - payung kg 25,742.00 3 PAKU - sekrup doos 17,435.83 4 PAKU - beton doos 28,103.57 5 MUR BAUT (kuda-kuda) kg 10,675.00 6 ANGKUR BAUT KG 9,068.67 7 LEM KAYU bh 14,663.46

Paku Ramset bh 27,450.00 8 Tali Ijuk kg 3,863.33 XV . POMPA AIR. 1 POMPA AIR TANGAN

Dragon buatan Indonesia bh 393,450.00 2 POMPA AIR LISTRIK

Sanyo 100 watt bh 522,973.33 Fuji 250 watt bh 854,000.00 Shimizu . 125 watt bh 417,748.33

. 90 watt bh 686,250.00 D a b . 125 watt bh 183,000.00

. 175 watt bh 923,000.00 . 200 watt bh 568,000.00 . 250 watt bh 923,000.00 . 375 watt bh 1,231,000.00 . 500 watt bh 1,436,000.00


X VI . PAVING BLOCK 1 Tebal 6 cm tebal 6 cm (K.200) m2 59,135.52

tebal 6 cm (K.250) m2 63,436.02 tebal 6 cm (K.300) m2 66,516.52 tebal 6 cm (K.400) m2 70,603.52

2 Tebal 8 cm tebal 8 cm (K.250) m2 84,703.36 tebal 8 cm (K.300) m2 91,199.86 tebal 8 cm (K.400) m2 98,336.86

3 Kanstien 13/16 X 28 X 50 (K.200) bh 21,372.32 4 Kanstien 10 x 20 x 50 (K.200) bh 11,765.29 5 Paving Segitiga Kecil (Topi Uskup Kecil)

Tebal 6 cm K.300 m2 70,115.52 Tebal 8 cm K.300 m2 96,864.02

6 Paving Segitiga Besar (Topi Uskup Besar) Tebal 6 cm K.300 m2 71,496.86 Tebal 8 cm K.300 m2 98,245.36

XVII. L A I N - L A I N 1 KREI 25 MM m2 226,000.00 2 Sliding Pintu J3 btg 91,500.00

Sliding Pintu J4 btg 158,600.00 Sliding Pintu J5 btg 244,000.00

3 Naco per Daun bh 18,910.00 4 Rolling door Besi m2 718,000.00

Rolling door Almunium m2 820,000.00 5 Awning Almunium m2 651,000.00 6 Kusen Almunium 4" Putih m' 100,345.00 10 K A C A

Dark Grey 5 mm m2 80,926.67 Dark Blue 5 mm m2 97,600.00

11 Bilik Bambu m2 30,000.00 12 PAGAR BRC.

Pagar BRC 90 A2 /lb 249,185.00 Pagar BRC 120 A2 /lb 291,173.33 Pagar BRC 175 A3 /lb 988,200.00 Pagar BRC 190 A3 /lb 1,098,000.00 Tiang BRC lengkap P.90-0 1 1/2" /bt 164,700.00 Tiang BRC lengkap P.120-0 1 1/2" /bt 219,600.00 Tiang BRC lengkap P.175-0 1 1/2" /bt 274,500.00 Tiang BRC lengkap P.190-0 1 1/2" /bt 406,260.00

13. LAIN-LAINMinyak Beton & bekisting ltr 41,000.00 Minyak Pelumas ltr 48,800.00 Profil Alumunium T m 126,000.00 Alumunium Strip m 15,000.00 Skrup fixer bh 1,423.33 Sealent tube 13,623.33 Pintu Lipat Besi m2 820,000.00 Sunscreen Allumunim m2 779,000.00 Allumunium Foil m2 42,700.00 Wallpaper m2 93,000.00 Soda api kg 18,000.00 Sabun kg 21,000.00 Kuas bh 16,000.00 Kuas Alang-alang ikat 11,000.00 Air m3 29,000.00 Kawat Las kg 30,000.00

Lem Aica Aibon kg 25,000.00

Pintu Kamar Mandi + Kusen PVC 275,000.00


Fibre glass (tanki air):

kapasitas 550 liter. unit 808,685.71

kapasitas 1100 liter. unit 1,377,728.57




sat.pekerjaan

D A F T A R H A R G A S A T U A N P E K E R J A A N

SUMBER DATA : P A S A R A N B E B A S

DAERAH : KABUPATEN MIMIKA

EDISI : Edisi Desember 2012

HARGA SATUAN

NO. SNI KODE URAIAN PEKERJAAN SAT PEKERJAAN

(Rp)

I T-12-2002 6 PEKERJAAN PERSIAPAN

6.2.a Membuat 1 m Pagar Sementara dari Seng Gelombang Tinggi 2,00 m m' 70,500.00

6.4 Mengukur dan Memasang 1 m Bouwplank m' 24,375.00

6.5a Membuat 1m2 Kantor Sementara dg Lantai Plesteran m2 613,750.00

6.6a Membuat 1m2 Gudang Semen dan Alat-alat m2 378,750.00

6.8 Membersihkan 1 m2 Lapangan dan Perataan m2 18,750.00

6.11 Membuat 1m2 Steger dari Bambu Uk. 40 x 50 x 20 cm m2 45,927.50

6.13 Membongkar 1m3 Beton Bertulang m3 1,397,450.00

6.14 Membongkar 1 m3 Dinding Tembok Bata Merah m3 672,475.00

II 2835:2008 6 PEKERJAAN TANAH

6.1 Menggali 1m³ Tanah Biasa Sedalam 1 m m3 79,375.00



6.4 Menggali 1m³ Tanah Keras Sedalam 1 m m3 105,600.00

6.5 Menggali 1m³ Tanah Cadas Sedalam 1 m m3 160,500.00

6.6 Menggali 1m³ Tanah Lumpur Sedalam 1 m m3 127,875.00

6.7 Mengerjakan 1m² Striping Tebing Setinggi 1 m m2 5,875.00

6.8 Membuang 1m³ Tanah sejauh 15 m' m3 34,750.00

6.9 Mengurug Kembali 1m³ galian (dihitung 1/3 kali indeks pekerjaan galian) m3 1/3 x Gal.tanah

6.10 Memadatkan 1m³ Tanah (per 20 cm) m3 58,750.00

6,11.a Mengurug 1m³ Pasir Urug m3 31,750.00

6,11.b Mengurug 1m³ Tanah Padas m3 31,750.00

6.12 Memasang 1m³ Lapisan Pudel Cmp. 1KP : 3PP : 7TL m3 148,000.00

6.14 Memasang 1m² Lapisan Ijuk tebal 10 cm untuk bidang Resapan m2 17,625.00

6,15.a Mengurug 1m³ Sirtu Padat untuk Peninggian Lantai Bangunan m3 29,375.00

6,15.b Mengurug 1m³ Tanah Padas untuk Peninggian Lantai Bangunan m3 28,750.00

III 2836:2008 6 PEKERJAAN PONDASI

6.1 Memasang 1m³ Pondasi Batu Belah, Campuran 1PC : 3 PP m3 #REF!

6.2 Memasang 1m³ Pondasi Batu Belah, Campuran 1PC : 4 PP m3 264,375.00

6.3 Memasang 1m³ Pondasi Batu Belah, Campuran 1PC : 5 PP m3 264,375.00

6.4 Memasang 1m³ Pondasi Batu Belah, Campuran 1Pc : 6 PP m3 264,375.00

6.5 Memasang 1m³ Pondasi Batu Belah, Campuran 1PC : 8 PP m3 -

6.6 Memasang 1m³ Pondasi Batu Belah, Campuran 1KP : 1SM : 2PP m3 264,375.00

6.7 Memasang 1m³ Pondasi Batu Belah, Campuran 1 Pc : 3 Kp : 10 PP m3 264,375.00

6.8 Memasang 1m³ Pondasi Batu Belah, Campuran ¼ Pc : 1Kp : 4 PP m3 264,375.00

6.9 Memasang 1m³ Pondasi Batu Kosong (Aanstamping) m3 137,475.00

6.10 Memasang 1m³ Pondasi Siklop, 60% Beton, Campuran 1PC : 2PB : 3KR & 40% Batu Belah m3 442,000.00

6.11 Memasang 1m³ Pondasi Sumuran diameter 100 cm m3 368,825.00

IV 6897:2008 6 PEKERJAAN DINDING

6.1 Memasang 1 m² Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 Bata, Campuran Spesi 1PC : 2PP m2 92,250.00

6.2 Memasang 1 m ² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran spesi 1PC : 3PP m2 92,250.00

6.3 Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran Spesi 1PC : 4PP m2 92,250.00



6.6 Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran Spesi 1PC : 3 KP :10PP m2 87,000.00

6.7 Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 2PP m2 46,125.00

6.8 Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 3PP m2 46,125.00

6.9 Memasang 1m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 4PP m2 46,125.00




6.13 Memasang 1m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 3KP : 10PP m2 46,125.00

V 2837:2008 6 PEKERJAAN PLESTERAN

6.1 Membuat 1 m² Plesteran 1 PC : 1 PP, Tebal 15 mm m2 52,875.00

6.2 Membuat 1 m² Plesteran 1 PC : 2 PP Tebal 15 mm m2 52,875.00



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6.9 Membuat 1 m² Plesteran 1 PC : 1/2 KP : 3 PP Tebal 15 mm m2 52,200.00

6.10 Membuat 1 m² Plesteran 1 PC : 2 KP : 8 PP Tebal 15 mm m2 52,200.00

6.11 Membuat 1 m² Plesteran 1 SM : 1 KP : 1 PP Tebal 15 mm m2 52,200.00



6.14 Membuat 1 m² Plesteran 1PC : 3PP Tebal 20 mm m2 70,850.00





6.19 Membuat 1 m² Berapen 1 PC : 5 PP Tebal 15 mm m2 26,600.00

6.20 Membuat 1 m¹ Plesteran Skoning lebar 10 mm 1 PC : 2PP m' 62,700.00

6.23 Membuat 1 m² Plesteran Ciprat/Kamprotan 1PC : 2 PP m2 46,125.00

6.24 Membuat 1 m² Finishing Siar Pasangan Dinding Bata Merah (=20 m') m2 26,600.00

6.25 Membuat 1 m² Finishing Siar Pasangan Dinding Conblock ekspose (=8 m') m2 75,500.00

6.26 Membuat 1 m² Finishing Siar Pasangan Batu Kali Adukan 1PC : 2PP m2 50,250.00

6.27 Membuat 1 m² Acian m2 35,250.00

VI 3434:2008 6 PEKERJAAN KAYU

6.1 Membuat dan Memasang 1m³ Kusen Pintu dan Kusen Jendela, Kayu klas I (Kayu Jati) m3 3,596,250.00

6.2 Membuat dan Memasang 1m³ Kusen Pintu dan Kusen Jendela Kayu klas II (kayu Kamper) m3 3,082,500.00

6.3 Membuat dan Memasang 1m² Pintu Klamp Standard Kayu Klas II (Kayu Kamfer) m2 179,900.00

6.5 Membuat dan Memasang 1m² Daun Pintu Panel Kayu Kayu Klas II (Kayu Kamfer) m2 513,750.00

6.6 Membuat dan Memasang 1m² Pintu dan Jendela Kaca Kayu Klas II (Kayu Kamfer) m2 411,000.00

6.7 Membuat dan Memasang 1m² Pintu dan Jendela Jalusi Kayu Klas I (Kayu Jati) m2 513,750.00

6.8 Membuat 1m² Daun Pintu kayu lapis (Plywood) Rangkap, Rangka Tertutup Kayu Klas II (lebar sampai 90 cm) m2 #VALUE!

6.9 Membuat 1m² Pintu Plywood rangkap, rangka expose kayu klas II (Kayu Kamfer) m2 411,000.00

6.10 Memasang 1m² Jalusi Kusen Kayu Klas I (kayu Jati) m2 395,625.00

6.11 Memasang 1m² Teakwood Rangkap, Rangka Expose Kayu Klas I (Kayu Jati) m2 411,000.00

6.12 Memasang 1m² Pintu Teakwood Rangkap Lapis Formika, Rangka expose Kayu Klas II Rangka expose Kayu Klas m2 #VALUE!

6.13 Memasang 1m³ Konstruksi Kuda-kuda Konvensional Kayu Kelas II Bentang 6 meter m3 #VALUE!

6.14 Memasang 1m³ Konstruksi Kuda-kuda Expose, Kayu Klas I (Kayu Jati) m3 3,442,125.00

6.15 Memasang 1m³ konstruksi Gording, Kayu Klas II Kayu Kamfer m3 1,233,000.00

6.16 Memasang 1m² Usuk Reng Genteng Lokal, Kayu Klas II Kayu Kamfer m2 24,375.00

6.17 Memasang 1m² Usuk Reng Genteng Beton, Kayu Klas II Kayu Kamfer m2 24,375.00

6.18 Memasang 1m² Rangka Atap Sirap, Kayu Klas II (Kayu Kamfer) m2 29,250.00

6.19 Memasang 1m² Rangka Langit-langit (50x100) cm, kayu Klas II Kayu Kamfer m2 68,625.00

6.20 Memasang 1m² Rangka Langit-langit (60x60) cm, kayu Klas II atau III Kayu Kamfer m2 62,250.00

6.21 Memasang 1m¹ Listplank Uk. (3x20)cm Kayu klas I (Kayu Jati) m' 37,875.00

6.22 Memasang 1m¹ Listplank Uk. (3x30)cm Kayu klas I atau klas II Kayu Kamfer m' 37,875.00

6.23 Memasang 1m² Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III Kayu Kamfer m2 77,150.00

6.24 Memasang 1m² Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II Kayu Kamfer m2 77,150.00

6.26 Memasang 1m² Dinding Lambriziring dari Papan klas I (Kayu Jati) m2 308,250.00

6.27 Memasang 1m² Dinding Lambriziring dari Plywood ukuran (120x240) cm m2 12,852.50

6.28 Memasang 1m² Dinding Bilik, Rangka Kayu Klas III (Kayu Meranti) m2 17,625.00

VII 7394:2008 6 PEKERJAAN BETON

6.2 Membuat 1m³ Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78 m3 216,725.00

6.3 Membuat 1m³ Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,78 m3 216,725.00

6,4a Membuat 1m³ Beton mutu f'c=7,4 MPa (K100), slum (12±2)cm, w/c = 0,78 m3 148,050.00

6.5 Membuat 1m³ Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66 m3 212,750.00




6,9a Membuat 1m³ Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53 m3 212,750.00




6.17 Pembesian 1 Kg dengan Besi Ulir 1 Kg 1,715.00

6.18 Memasang 1 Kg Kabel Presstresed Polos/strands 1 Kg 1,227.50

6.19 Memasang 1 Kg Jaring Kawat baja/Wire Mesh 1 Kg 92,367.50

6.20 Memasang 1 m² Bekisting untuk Pondasi m2 91,650.00

6.21 Memasang 1 m² Bekisting untuk Sloof m2 91,650.00

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6.22a Memasang 1 m² Bekisting untuk Kolom m2 116,325.00

6.23a Memasang 1 m² Bekisting untuk Balok m2 116,325.00

6.24a Memasang 1 m² Bekisting untuk Lantai m2 116,325.00

6.25a Memasang 1 m² Bekisting untuk Dinding m2 116,325.00

6.26a Memasang 1 m² Bekisting untuk Tangga m2 116,325.00

6.27a Memasang 1 m² Jembatan Cor m2 23,150.00

6.28 Membuat 1 m³ Pondasi Beton Bertulang (150 kg Besi + Bekisting) m3 930,675.00

6.29 Membuat 1 m³ Sloof Beton Bertulang (200 kg Besi + Bekisting) m3 1,051,175.00

6.30a Membuat 1 m³ Kolom Beton Bertulang (300 kg Besi + Bekisting) m3 1,310,225.00

6.31a Membuat 1 m³ Balok Beton Bertulang (200 kg Besi + Bekisting) m3 1,139,600.00

6.32a Membuat 1 m³ Plat Beton Bertulang (150 kg Besi + Bekisting) m3 931,125.00

6.33a Membuat 1 m³ Dinding Beton Bertulang (150 kg Besi + Bekisting) m3 930,675.00

6.34a Membuat 1 m³ Tangga Beton Bertulang (200 kg Besi + Bekisting) m3 1,051,175.00

6.35 Membuat 1 m¹ Kolom Penguat Beton Bertulang (11 x 11) cm m' 27,675.00

6.36 Membuat 1 m¹ Ring Balok Beton Bertulang (10 x 15) cm m' 43,955.00

VIII 03-3436-1994 6 PEKERJAAN PENUTUP ATAP

6.1 Memasang 1 m² Atap Genteng Plentong Kecil m2 26,600.00

6.2 Memasang 1 m² Atap Genteng Kodok / Glasur m2 26,600.00

6.3 Memasang 1 m² Atap Genteng Plentong Super / Besar m2 24,500.00

6.4 Memasang 1 m Genteng Bubung Plentong m' 67,350.00

6.5 Memasang 1 m Genteng Bubung Kodok / Glasur m' 67,350.00

6.6 Memasang 1 m Genteng Bubung Plentong Besar m' 67,350.00

6.9 Memasang 1 m² Atap Asbes Gelombang ( 240 cm X 108 cm X 0,5 cm) m2 25,600.00

6.10 Memasang 1 m² Atap Asbes Gelombang ( 210 cm X 108 cm X 0,5 cm ) m2 24,675.00

6.12 Memasang 1 m² Atap Asbes Gelombang ( 300 cm X 105 cm X 4 mm ) m2 24,675.00

6.15 Memasang 1 m² Atap Asbes Gelombang ( 210 cm X 105 cm X 4 mm ) m2 24,315.00

6.30 Memasang 1 m² Atap Genteng Beton m2 35,250.00

6.33 Memasang 1 m² Atap Sirap m2 51,750.00

6.34 Memasang 1 m Nok Genteng Beton m' 70,500.00

6.37 Memasang 1 m Nok Sirap m' 47,300.00

6.38 Memasang 1 m² Atap Seng Gelombang m2 21,150.00

6.39 Memasang 1 m Atap Nok Seng m' 25,650.00

6.42 Memasang 1 m² Allumunium Foil / Sisalation m2 23,150.00

IX 2839:2008 6 PEKERJAAN LANGIT-LANGIT

6,1.b Memasang 1 m² Langit-langit Asbes Semen Tebal 5 mm m2 13,150.00

6,1.c Memasang 1 m² Langit-langit Asbes Semen, tebal 6 mm m2 13,150.00

6.2 Memasang 1 m² Langit-langit Akustik Ukuran (30x30) cm m2 29,250.00

6.3 Memasang 1 m² Langit-langit Akustik Ukuran (30x60) cm m' 24,375.00

6.4 Memasang 1 m² Langit-langit Akustik Ukuran (60x120) cm m' 24,375.00

6,5.a Memasang 1 m² Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm m' 24,375.00

6,5.b Memasang 1 m² Langit-langit Tripleks Uk (120x240) cm,Tebal 4 mm m2 24,375.00

6,5.c Memasang 1 m² Langit-langit Tripleks Uk (120x240) cm, Tebal 6 mm m2 24,375.00

6.6 Memasang 1 m² Langit-langit Lambriziring Kayu, tebal 9 mm m2 24,675.00

6.7 Memasang 1 m² Langit-langit Gypsum Board, Ukuran (1200x24000x9) mm m2 17,625.00

6.9 Memasang 1 m² Langit-langit Akustik Uk (60x120) cm + Rangka Allumunium m2 121,875.00

6.10 Memasang 1 m¹ List Langit-Langit Kayu Profil m2 12,275.00

#REF! #REF!

X RSNI T-15-2002 6 PEKERJAAN SANITASI

6.1 Memasang 1 Buah Closet Duduk / Mono Blok Unit 490,150.00

6.2 Memasang 1 Buah Closet Jongkok Porselen Unit 533,000.00

6.4 Memasang 1 Buah Urinoir Unit 252,500.00

6.5 Memasang 1 Buah Wastafel Unit 177,400.00

6.8 Memasang 1 Unit Bak Mandi Batu Bata Volume 0,30 m3 Unit 1,057,500.00

6.14 Memasang 1 m Pipa Beton, Ø 20 cm - 100 cm m' 24,675.00

6.15 Memasang 1m Pipa Beton, Ø 30 cm - 100 cm m' 66,975.00

6.19 Memasang 1 m Pipa Medium A Galvanis DN ½" m' 22,275.00

6.20 Memasang 1 m Pipa Medium A Galvanis DN 25 ( ¾" ) m' 22,275.00

6.21 Memasang 1 m Pipa Medium A Galvanis DN 32 ( 1" ) m' 30,172.50

6.22 Memasang 1 m Pipa Medium A Galvanis DN 50 ( 1½" ) m' 36,045.00



6.25 Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S10(10 bar) Ø 1/2" m' 12,015.00

6.26 Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S10(10 bar) Ø 3/4" m' 12,015.00

6.27 Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S10(10 bar) Ø 1" m' 12,015.00

6.29 Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar) Ø 2" m' 18,022.50

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6.33 Memasang 1 buah Bak Cuci Piring Stainles Steel Buah 40,500.00

6.35 Memasang 1 buah Kran Ø ¾" atau ½" Buah 13,500.00

6.36 Memasang 1 buah Floor Drain Buah 6,700.00

XI 7393:2008 6 PEKERJAAN BESI & ALLUMUNIUM

6.1 Memasang 1 kg Besi Profil Kg 14,625.00

6.2 Memasang 1 kg Rangka Kuda-kuda Baja IWF kg 14,625.00

6.3 Mengerjakan 100 kg Pekerjaan Perakitan 100 kg 103,060.00

6.4 Membuat 1 m² Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku m2 255,850.00

6.5 Mengerjakan 10 cm Pengelasan dengan Las Listrik cm 24,050.00

6.7 Memasang 1 m² Pintu Rolling Door Besi m2 283,050.00

6.9 Memasang 1 m² Sunscreen Allumunium m2 116,700.00

6.10 Memasang 1 m² Rolling Door Allumunium m2 243,750.00

6.11 Memasang 1 m Kusen Pintu Allumunium m' 10,472.50

6.12 Memasang 1 m² Pintu Allumunium Strip Lebar 8 cm m2 20,710.00

6.13 Memasang 1 m² Pintu Kaca Rangka Allumunium m2 20,600.00

6.14 Memasang 1 m² Venetions Blinds & Vertical Blinds m2 85,400.00

6.15 Memasang 1 m² Terali Besi Strip (2x3) cm m2 406,975.00

6.16 Memasang 1 m² Kawat Nyamuk m2 24,375.00

6.17 Memasang 1 m² Jendela Nako & Tralis m2 47,175.00

6.18 Memasang 1 m¹ Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm m' 73,500.00

6.19 Memasang 1 m¹ Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm m' 56,900.00

XII Pt T-30-2000-C 6 PEKERJAAN KUNCI & KACA

6.2 Memasang 1 buah Kunci Tanam Biasa Buah 67,500.00

6.3 Memasang 1 Buah Kunci Silinder Buah 81,000.00

6.4 Memasang 1 buah Kunci Slot untuk Kamar Mandi atau WC Buah 33,750.00

6.5 Memasang 1 buah Engsel Pintu Buah 16,950.00

6.6 Memasang 1 buah Engsel Angin untuk pintu Buah 16,950.00

6.7 Memasang 1 buah engsel pintu klam Buah 81,500.00

6.8 Memasang 1 buah engsel jendela Buah 13,500.00

6.9 Memasang 1 buah Kait Angin Buah 27,000.00

6.10 Memasang 1 buah Door Closer Buah 27,000.00

6.11 Memasang 1 buah door holder Buah 13,500.00

6.12 Memasang 1 buah Door Stop Buah 16,950.00

6.13 Memasang 1 buah Rel Pintu Dorong Buah 123,000.00

6.14 Memasang 1 buah Gerendel m2 16,750.00

6.16 Memasang 1 m² Kaca tebal 3 mm m2 51,600.00

6.17 Memasang 1 m² Kaca tebal 5 mm m2 51,600.00

6.20 Memasang 1 m² Kaca Raiben (Cermin) tebal 5 mm m2 51,600.00

XIII 7395:2008 6 PEKERJAAN PENUTUP LANTAI & DINDING

6.2 Memasang 1 m² lantai Ubin PC Abu-abu Ukuran (30 x 30) cm m2 45,825.00

6.3 Memasang 1 m² lantai Ubin PC Abu-abu Ukuran (20 x 20) cm m2 47,750.00

6.5 Memasang 1 m² lantai Ubin Warna Ukuran (30 x 30) cm m2 45,825.00

6.6 Memasang 1 m² lantai Ubin Warna Ukuran (20 x 20) cm m2 47,750.00

6.8 Memasang 1 m² lantai Ubin Traso Ukuran (30 x 30) cm m2 45,825.00

6.9 Memasang 1 m² lantai Ubin Granit Ukuran ( 40 x 40 ) cm m2 43,475.00

6.16 Memasang 1 m² Plint Ubin PC abu -abu Ukuran (15 x 20 ) cm m2 22,025.00

6.19 Memasang 1m¹ Plint Ubin PC Warna Ukuran (10 x 20) cm m' 22,025.00

6.34 Memasang 1 m² Lantai Keramik Ukuran (33 x 33) cm m2 123,375.00



6.43 Memasang 1 m² Lantai Marmer Ukuran (100x100) cm m2 123,375.00

6.44 Memasang 1 m² Lantai Karpet m2 41,525.00 6.54 Memasang 1 m² Dinding Keramik Ukuran (20x20) cm, m2 -

6.55 Memasang 1 m² Dinding Marmer Ukuran (100x100) cm m2 229,125.00

6.57 Memasang 1 m² Dinding Batu Paras / Batu Tempel Hitam m2 123,375.00

6.60 Memasang 1 m² Wall Paper Lebar 50 cm m2 58,900.00

6.63 Memasang 1 m¹ Plint Kayu Kamper Ukuran (2x10) cm m' 822,650.00

XIV 6 PEKERJAAN PENGECATAN 6.1 Mengikis / Mengerok 1 m² Permukaan Cat Tembok Lama m2 15,437.50

6.2 Mencuci 1 m² Bidang Permukaan Tembok yang Pernah dicat m2 15,437.50

6.3 Mengerok 1 m² Karat Cat Lama permukaan Baja dg cara manual m2 15,437.50

6.4 Menyabun 1 m² Permukaan Tembok Lama m2 15,437.50

6.6 Mendempul dan Menggosok 1 m² Kayu m2 9,837.50

6.7 Pengecatan 1 m² Bidang Lama Kayu m2 17,562.50

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6.8 Pengecatan 1 m² Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 2 lap.Cat Penutup m2 9,417.50 6.9 Pengecatan 1 m² Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 3 lap.Cat Penutup m2 20,637.50

6.10 Pelaburan 1 m² Bidang Kayu dg Teak Oil m2 21,447.50 6.11 Pelaburan 1 m² Bidang Kayu dg Politur m2 10,037.50 6.12 Pelaburan 1 m² Bidang Kayu dg Cat Residu & Ter m2 11,050.00 6.13 Pelaburan 1 m² Bidang Kayu dg Vernis m2 38,037.50 6.14 Pengecatan 1 m² Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 lap. Cat Penutup) m2 10,942.50 6.15 Pengecatan 1 m² Tembok Lama (1lap.Plamir, 2lap Cat Penutup) m2 8,907.50

6.20 Pengecatan 1 m² Permukaan Baja dg Meni Besi m2 28,050.00 6.21 Pengecatan 1 m² Permukaan Baja dg Meni Besi & Perancah m2 56,687.50

XV PEKERJAAN PAVING

G.55.b.1 Pasang Paving Tebal 6 cm (K.200) (Type Holland) m² 38,470.00




G.55.c.1 Pasang Paving Tebal 8 cm (K.250) (Type Holland) m² 38,470.00



G.55.d.1 Pasang Paving Segitiga Kecil Tebal 6 cm (K.300) m² 38,470.00

G.55.d.2 Pasang Paving Segitiga Besar Tebal 6 cm (K.300) m² 38,470.00

G.55.e.1 Pasang Paving Segitiga Besar Tebal 8 cm (K.300) m² 38,470.00

Dihit I Pasang Kanstin Ukuran 13/16 x 28 x 50 K.200 ( Kanan + Kiri ) m 6,000.00

Dihit II Pasang Kanstin Ukuran 10 x 20 x 50 K.200 (Kanan + Kiri) m 6,000.00

Purwodadi, Desember 2011

: ………………………. Kepala Dinas

Sekretaris Dinas Cipta Karya Tata Ruang dan Kebersihan

NIP.19611023 198608 1 001 Kabupaten Grobogan

: ……………………….

Kepala Bidang Perumahan dan Permukiman

NIP.19690911 199603 1 002 Ir. Muchamad Chanif, MT

NIP.19611007 199003 1 004

: ……………………….

Kepala Bidang Tata Ruang

NIP.19720503 199703 1 006

: ……………………….

Kepala Bidang Kebersihan

NIP.19590727 199203 1 004

: ………………………. Kepala Bidang Pertamanan dan PJU NIP.19660627 199303 1 009

Diperiksa oleh :

1. Aditya Wahyu Wardhana, SH, MM

2. Aris Munandar, ST, MT

3. Joni Sarjono, ST

4. Ir Ahmad Wahib Suyuti

5. Ir. Budi Prihantoro, Msi

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DAFTAR ANALISA PEKERJAAN TAHUN 2012

SUMBER DATA : Pasaran BebasDAERAH : Kabupaten MimikaJENIS PEKERJAAN : I. Pekerjaan Persiapan Untuk Konstruksi Bangunan Gedung dan Perumahan

HARGA (Rp) JUMLAH (Rp) No. RSNI INDEKS SAT. URAIAN PEKERJAAN BAHAN UPAH BAHAN UPAH

1 2 4 5 6 7 8

I T-12-2002 PEKERJAAN PERSIAPANMembuat 1 m Pagar Sementara dari Seng Gelombang Tinggi 2,00 m 704,377.11 70,500.00 1.250 Btg Dolken Bambu 19,977.50 24,971.88 - 2.500 Kg Portland Semen (PC) 1,700.00 4,250.00 - 1.200 Lbr Seng Gelombang 3" - 5" 68,930.00 82,716.00 - 0.005 m3 Pasir Beton 320,000.00 1,600.00 - 0.009 m3 Koral Beton 2 x 3 950,000.00 8,550.00 - 0.072 m3 Kayu 5/7X4m Kayu Kruing 7,938,486.90 571,571.06 - 0.060 Kg Paku Biasa 2" - 5" 15,600.00 936.00 - 0.450 Kg Meni Besi 21,738.18 9,782.18 - 0.200 OH Tukang Kayu 120,000.00 - 24,000.00 0.400 OH Pekerja 100,000.00 - 40,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00 0.020 OH Mandor 175,000.00 - 3,500.00

Mengukur dan Memasang 1 m Bouwplank 142,745.41 24,375.00 0.012 m3 Kayu 5/7x 4m Kayu Kruing 7,238,666.67 86,864.00 - 0.020 Kg Paku Biasa 2" - 5" 15,600.00 312.00 - 0.007 m3 Kayu Papan 3/20 Kruing 7,938,486.90 55,569.41 - 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.100 OH Pekerja 100,000.00 - 10,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Membuat 1m2 Kantor Sementara dg Lantai Plesteran 1,279,189.34 613,750.00 1.250 Btg Dolken Bambu 19,977.50 24,971.88 - 0.180 m3 Kayu Lanan / Begesting 4,544,500.00 818,010.00 - 0.850 Kg Paku Biasa 2" - 5" 15,600.00 13,260.00 - 1.100 Kg Besi Strip 7,030.71 7,733.78 - 35.000 Kg Portalnd Semen (PC) 1,700.00 59,500.00 - 0.150 m3 Pasir pasang (PP) 350,000.00 52,500.00 - 0.100 m3 Pasir Beton 320,000.00 32,000.00 - 0.150 m3 Koral Beton 2 x3 950,000.00 142,500.00 - 30.000 buah Batu bata Merah 2,100.00 63,000.00 - 0.250 Lbr Seng Plat 17,995.00 4,498.75 - 2.000 buah Jendela Naco 18,910.00 37,820.00 - 0.080 m2 Kaca Polos 3 mm 61,732.00 4,938.56 - 0.150 buah Kunci Tanam 1 slag 67,100.00 10,065.00 - 0.300 buah Engsel 6,987.27 2,096.18 -

0.060 Lbr Plywood 4 mm 104,920.00 6,295.20 - 2.000 OH Tukang Kayu 120,000.00 - 240,000.00 1.000 OH Tukang Batu 120,000.00 - 120,000.00 2.000 OH Pekerja 100,000.00 - 200,000.00 0.300 OH Kepala Tukang 150,000.00 - 45,000.00 0.050 OH Mandor 175,000.00 - 8,750.00

1m2 PEMBUATAN DIREKSI KEET / KONSTRUKSI KAYU 91,703.13 322,500.00 0.060 m3 Balok Kayu Matoa 5/10 19,977.50 1,198.65 - 0.276 m3 Kayu Matoa 61,813.33 17,060.48 - 0.700 kg Paku campur 104,920.00 73,444.00 - 1.500 lbr Seng Gelombang Bjls 30 - - - 1.000 o/h Pekerja 120,000.00 - 120,000.00 1.500 o/h Tukang 120,000.00 - 180,000.00 0.150 o/h Kepala Tukang 100,000.00 - 15,000.00 0.050 o/h Mandor 150,000.00 - 7,500.00

Membuat 1m2 Gudang Semen dan Alat-alat 1,171,331.75 378,750.00 1.700 Btg Dolken Bambu 19,977.50 33,961.75 - 0.210 m3 Kayu Lanan 4,544,500.00 954,345.00 - 0.300 Kg Paku Biasa 2" - 5" 15,600.00 4,680.00 -

ABK

10.500 Kg Portalnd Semen (PC) 1,700.00 17,850.00 - 0.030 m3 Pasir Beton 320,000.00 9,600.00 - 0.050 m3 Koral Beton 2 x3 950,000.00 47,500.00 - 1.500 Lbr Seng Gelombang BJLS 32 68,930.00 103,395.00 - 2.000 OH Tukang Kayu 120,000.00 - 240,000.00 1.000 OH Pekerja 100,000.00 - 100,000.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.050 OH Mandor 175,000.00 - 8,750.00

Membersihkan 1 m2 Lapangan dan Perataan - 18,750.00 0.100 OH Pekerja 100,000.00 - 10,000.00 0.050 OH Mandor 175,000.00 - 8,750.00

Membuat 1m2 Steger dari Bambu Uk. 40 x 50 x 20 cm 965.83 45,927.50 1.000 Btg Bambu diameter 6 - 8 / 600 cm - - - 0.250 Kg Tali Ijuk 3,863.33 965.83 - 0.170 OH Tukang Kayu 120,000.00 - 20,400.00 0.250 OH Pekerja 100,000.00 - 25,000.00 0.002 OH Kepala Tukang 150,000.00 - 300.00 0.001 OH Mandor 175,000.00 - 227.50

Membongkar 1m3 Beton Bertulang - 1,397,450.00 6.667 OH Pekerja 100,000.00 - 666,700.00 0.333 OH Mandor 175,000.00 - 58,275.00

Membongkar 1 m3 Dinding Tembok Bata Merah - 672,475.00 6.667 OH Pekerja 100,000.00 - 666,700.00 0.033 OH Mandor 175,000.00 - 5,775.00

II 2835:2008 PEKERJAAN TANAH

Menggali 1m³ Tanah Biasa Sedalam 1 m - 79,375.00 0.750 OH Pekerja 100,000.00 - 75,000.00 0.025 OH Mandor 175,000.00 - 4,375.00

- 97,875.00 0.900 OH Pekerja 100,000.00 - 90,000.00 0.045 OH Mandor 175,000.00 - 7,875.00

- 116,725.00 1.050 OH Pekerja 100,000.00 - 105,000.00 0.067 OH Mandor 175,000.00 - 11,725.00

Menggali 1m³ Tanah Keras Sedalam 1 m - 105,600.00 1.000 OH Pekerja 100,000.00 - 100,000.00 0.032 OH Mandor 175,000.00 - 5,600.00

Menggali 1m³ Tanah Cadas Sedalam 1 m - 160,500.00 1.500 OH Pekerja 100,000.00 - 150,000.00 0.060 OH Mandor 175,000.00 - 10,500.00

Menggali 1m³ Tanah Lumpur Sedalam 1 m - 127,875.00 1.200 OH Pekerja 100,000.00 - 120,000.00 0.045 OH Mandor 175,000.00 - 7,875.00

- 5,875.00 0.050 OH Pekerja 100,000.00 - 5,000.00 0.005 OH Mandor 175,000.00 - 875.00

Membuang 1m³ Tanah sejauh 15 m' - 34,750.00 0.330 OH Pekerja 100,000.00 - 33,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

Mengurug Kembali 1m³ galian (dihitung 1/3 kali indeks pekerjaan galian)

Memadatkan 1m³ Tanah (per 20 cm) - 58,750.00 0.500 OH Pekerja 100,000.00 - 50,000.00 0.050 OH Mandor 175,000.00 - 8,750.00

Mengurug 1m³ Pasir Urug 150,000.00 31,750.00 1.200 m³ Pasir Urug 125,000.00 150,000.00 - 0.300 OH Pekerja 100,000.00 - 30,000.00

Menggali 1m³ Tanah Biasa Sedalam 2 m

Menggali 1m³ Tanah Biasa Sedalam 3 m

Mengerjakan 1m² Striping Tebing Setinggi 1 m

ABK

0.010 OH Mandor 175,000.00 - 1,750.00

Mengurug 1m³ Tanah Padas - 31,750.00 1.200 m³ Tanah Padas - - - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

Memasang 1m³ Lapisan Pudel Cmp. 1KP : 3PP : 7TL 168,410.75 148,000.00 0.400 m³ Pasir Pasang (PP) 350,000.00 140,000.00 - 0.135 m³ Kapur Padam (KP) 210,450.00 28,410.75 - 0.948 m³ Tanah Liat - - - 0.800 OH Pekerja 100,000.00 - 80,000.00 0.400 OH Tukang Batu 120,000.00 - 48,000.00 0.040 OH Kepala Tukang 150,000.00 - 6,000.00 0.080 OH Mandor 175,000.00 - 14,000.00

23,180.00 17,625.00 6.000 kg Ijuk 3,863.33 23,180.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.015 OH Mandor 175,000.00 - 2,625.00

Mengurug 1m³ Sirtu Padat untuk Peninggian Lantai Bangunan 150,000.00 29,375.00 1.200 m³ Sirtu 125,000.00 150,000.00 - 0.250 OH Pekerja 100,000.00 - 25,000.00 0.025 OH Mandor 175,000.00 - 4,375.00

Mengurug 1m³ Tanah Padas untuk Peninggian Lantai Bangunan - 28,750.00 1.200 m³ Tanah Padas - - - 0.250 OH Pekerja 100,000.00 - 25,000.00 0.025 OH Mandor 150,000.00 - 3,750.00

1 M3 URUGAN SIRTU DAN PEMADATAN 150,000.00 61,125.00 1.200 M3 Sirtu Timbunan 125,000.00 150,000.00 - 0.550 o/h Pekerja 100,000.00 - 55,000.00 0.035 o/h Mandor 175,000.00 - 6,125.00

III 2836:2008 PEKERJAAN PONDASIMemasang 1m³ Pondasi Batu Belah, Campuran 1PC : 3 PP 1,203,150.00 264,375.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 202.000 Kg Portland Cement (PC) 1,700.00 343,400.00 - 0.485 m3 Pasir Pasang (PP) 350,000.00 169,750.00 - 1.500 OH Pekerja 100,000.00 - 150,000.00 0.750 OH Tukang Batu 120,000.00 - 90,000.00 0.075 OH Kepala Tukang 150,000.00 - 11,250.00 0.075 OH Mandor 175,000.00 - 13,125.00

Memasang 1m³ Pondasi Batu Belah, Campuran 1PC : 4 PP 1,149,100.00 264,375.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 163.000 Kg Portland Cement (PC) 1,700.00 277,100.00 - 0.520 m3 Pasir Pasang (PP) 350,000.00 182,000.00 - 1.500 OH Pekerja 100,000.00 - 150,000.00 0.750 OH Tukang Batu 120,000.00 - 90,000.00 0.075 OH Kepala Tukang 150,000.00 - 11,250.00 0.075 OH Mandor 175,000.00 - 13,125.00

Memasang 1m³ Pondasi Batu Belah, Campuran 1PC : 5 PP 1,111,600.00 264,375.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 136.000 Kg Portland Cement (PC) 1,700.00 231,200.00 - 0.544 m³ Pasir Pasang (PP) 350,000.00 190,400.00 - 1.500 OH Pekerja 100,000.00 - 150,000.00 0.750 OH Tukang Batu 120,000.00 - 90,000.00 0.075 OH Kepala Tukang 150,000.00 - 11,250.00 0.075 OH Mandor 175,000.00 - 13,125.00

Memasang 1m³ Pondasi Batu Belah, Campuran 1Pc : 6 PP 1,085,250.00 264,375.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 117.000 Kg Portland Cement (PC) 1,700.00 198,900.00 - 0.561 m³ Pasir Pasang (PP) 350,000.00 196,350.00 - 1.500 OH Pekerja 100,000.00 - 150,000.00 0.750 OH Tukang Batu 120,000.00 - 90,000.00 0.075 OH Kepala Tukang 150,000.00 - 11,250.00

Memasang 1m² Lapisan Ijuk tebal 10 cm untuk bidang Resapan

ABK

0.075 OH Mandor 175,000.00 - 13,125.00

Memasang 1m³ Pondasi Batu Belah, Campuran 1PC : 8 PP 1,313,475.00 - 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 91.000 Kg Portland Cement (PC) 1,700.00 154,700.00 - 0.584 m³ Pasir Pasang (PP) 350,000.00 204,400.00 - 1.500 OH Pekerja 100,000.00 150,000.00 - 0.750 OH Tukang Batu 120,000.00 90,000.00 - 0.075 OH Kepala Tukang 150,000.00 11,250.00 - 0.075 OH Mandor 175,000.00 13,125.00 -

Memasang 1m³ Pondasi Batu Belah, Campuran 1KP : 1SM : 2PP 847,092.47 264,375.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 0.170 m³ Kapur Padam (KP) 210,450.00 35,776.50 - 0.170 Kg Semen Merah (SM) 13,623.33 2,315.97 - 0.340 m³ Pasir Pasang (PP) 350,000.00 119,000.00 - 1.500 OH Pekerja 100,000.00 - 150,000.00 0.750 OH Tukang Batu 120,000.00 - 90,000.00 0.075 OH Kepala Tukang 150,000.00 - 11,250.00 0.075 OH Mandor 175,000.00 - 13,125.00

Memasang 1m³ Pondasi Batu Belah, Campuran 1 Pc : 3 Kp : 10 PP 996,836.15 264,375.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 61.000 kg Portland Cement (PC) 1,700.00 103,700.00 - 0.147 m³ Kapur Padam (KP) 210,450.00 30,936.15 - 0.492 m³ Pasir Pasang (PP) 350,000.00 172,200.00 - 1.500 OH Pekerja 100,000.00 - 150,000.00 0.750 OH Tukang Batu 120,000.00 - 90,000.00 0.075 OH Kepala Tukang 150,000.00 - 11,250.00 0.075 OH Mandor 175,000.00 - 13,125.00

Memasang 1m³ Pondasi Batu Belah, Campuran ¼ Pc : 1Kp : 4 PP 970,318.95 264,375.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 41.000 kg Portland Cement (PC) 1,700.00 69,700.00 - 0.131 m³ Kapur Padam (KP) 210,450.00 27,568.95 - 0.523 m³ Pasir Pasang (PP) 350,000.00 183,050.00 - 1.500 OH Pekerja 100,000.00 - 150,000.00 0.750 OH Tukang Batu 120,000.00 - 90,000.00 0.075 OH Kepala Tukang 150,000.00 - 11,250.00 0.075 OH Mandor 175,000.00 - 13,125.00 Memasang 1m³ Pondasi Batu Kosong (Aanstamping) 810,960.00 137,475.00 1.200 m³ Batu Belah Putih 15/20 575,000.00 690,000.00 - 0.432 m³ Pasir Urug 280,000.00 120,960.00 - 0.780 OH Pekerja 100,000.00 - 78,000.00 0.390 OH Tukang Batu 120,000.00 - 46,800.00 0.039 OH Kepala Tukang 150,000.00 - 5,850.00 0.039 OH Mandor 175,000.00 - 6,825.00

Memasang 1m³ Pondasi Siklop, 60% Beton, Campuran 1PC : 2PB : 3KR & 40% Batu Belah 3,589,240.00 442,000.00 0.480 m³ Batu Belah Putih 15/20 575,000.00 276,000.00 - 194.000 Kg Portland Cement (PC) 1,700.00 329,800.00 - 0.312 m³ Pasir Beton 320,000.00 99,840.00 - 0.468 m³ Kerikil (KR) 2 X 3 950,000.00 444,600.00 - 126.000 Kg Besi Beton Polos 19,000.00 2,394,000.00 - 1.800 Kg Kawat Beton 25,000.00 45,000.00 - 3.400 OH Pekerja 100,000.00 - 340,000.00 0.850 OH Tukang Batu 120,000.00 - 102,000.00 0.085 OH Kepala Tukang 150,000.00 - 12,750.00 0.170 OH Mandor 175,000.00 - 29,750.00

Memasang 1m³ Pondasi Sumuran diameter 100 cm 1,132,990.00 368,825.00 0.450 m³ Batu Belah Putih 15/20 575,000.00 258,750.00 - 194.000 Kg Portland Cement (PC) 1,700.00 329,800.00 - 0.312 m³ Pasir Beton 320,000.00 99,840.00 - 0.468 m³ Kerikil (KR) 2 X 3 950,000.00 444,600.00 - 2.400 OH Pekerja 100,000.00 - 240,000.00 0.800 OH Tukang Batu 120,000.00 - 96,000.00 0.080 OH Kepala Tukang 150,000.00 - 12,000.00 0.119 OH Mandor 175,000.00 - 20,825.00

VII 7394:2008 PEKERJAAN B E T O NMembuat 1m³ Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78 1,198,803.25 216,725.00

ABK

276.00 Kg Portland Cement (PC) 1,700.00 469,200.00 - 828.00 kg Pasir Beton (PB) 228.57 189,257.14 - 1,012.00 kg Kerikil (KR) 2/3 527.78 534,111.11 - 215.00 ltr Air 29.00 6,235.00 - 1.65 OH Pekerja 100,000.00 - 165,000.00 0.28 OH Tukang Batu 120,000.00 - 33,000.00 0.03 OH Kepala Tukang 150,000.00 - 4,200.00 0.08 OH Mandor 175,000.00 - 14,525.00

Membuat 1m³ Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,78 1,233,913.57 216,725.00 299.00 Kg Portland Cement (PC) 1,700.00 508,300.00 - 799.00 kg Pasir Beton (PB) 228.57 182,628.57 - 1,017.00 kg Kerikil (KR) 2/3 527.78 536,750.00 - 215.00 ltr Air 29.00 6,235.00 - 1.65 OH Pekerja 100,000.00 - 165,000.00 0.28 OH Tukang Batu 120,000.00 - 33,000.00 0.03 OH Kepala Tukang 150,000.00 - 4,200.00 0.08 OH Mandor 175,000.00 - 14,525.00

Membuat 1m³ Beton mutu f'c=7,4 MPa (K100), slum (12±2)cm, w/c = 0,78 681,641.08 148,050.00 230.00 Kg Portland Cement (PC) 1,700.00 391,000.00 - 893.00 kg Pasir Beton (PB) 162.79 145,371.59 - 1,027.00 kg Kerikil (KR) 2/3 135.80 139,469.49 - 200.00 ltr Air 29.00 5,800.00 - 1.20 OH Pekerja 100,000.00 - 120,000.00 0.20 OH Tukang Batu 120,000.00 - 24,000.00 0.02 OH Kepala Tukang 150,000.00 - 3,000.00 0.01 OH Mandor 175,000.00 - 1,050.00

Membuat 1m³ Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66 823,896.60 212,750.00 326.00 Kg Portland Cement (PC) 1,700.00 554,200.00 - 760.00 Kg Pasir Beton (PB) 162.79 123,720.50 - 1,029.00 Kg Kerikil (KR) 2/3 135.80 139,741.10 - 215.00 ltr Air 29.00 6,235.00 - 1.65 OH Pekerja 100,000.00 - 165,000.00 0.25 OH Tukang Batu 120,000.00 - 30,000.00 0.03 OH Kepala Tukang 150,000.00 - 3,750.00 0.08 OH Mandor 175,000.00 - 14,000.00

- - Membuat 1m³ Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61 1,468,245.70 212,750.00 352.00 Kg Portland Cement (PC) 1,700.00 598,400.00 - 731.00 Kg Pasir Beton (PB) 162.79 118,999.59 - 1,031.00 Kg Kerikil (KR) 1/2 722.22 744,611.11 - 215.00 ltr Air 29.00 6,235.00 - 1.65 OH Pekerja 100,000.00 - 165,000.00 0.25 OH Tukang Batu 120,000.00 - 30,000.00 0.03 OH Kepala Tukang 150,000.00 - 3,750.00 0.08 OH Mandor 175,000.00 - 14,000.00

Membuat 1m³ Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58 1,506,729.18 212,750.00 371.00 Kg Portland Cement (PC) 1,700.00 630,700.00 - 698.00 Kg Pasir Beton (PB) 162.79 113,627.51 - 1,047.00 Kg Kerikil (KR) 1/2 722.22 756,166.67 - 215.00 ltr Air 29.00 6,235.00 - 1.65 OH Pekerja 100,000.00 - 165,000.00 0.25 OH Tukang Batu 120,000.00 - 30,000.00 0.03 OH Kepala Tukang 150,000.00 - 3,750.00 0.08 OH Mandor 175,000.00 - 14,000.00


Membuat 1m³ Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53 1,548,783.45 212,750.00 406.00 Kg Portland Cement (PC) 1,700.00 690,200.00 -

ABK

684.00 kg Pasir Beton (PB) 162.79 111,348.45 - 1,026.00 kg Kerikil (KR) 1/2 722.22 741,000.00 - 215.00 ltr Air 29.00 6,235.00 - 1.65 OH Pekerja 100,000.00 - 165,000.00 0.25 OH Tukang Batu 120,000.00 - 30,000.00 0.03 OH Kepala Tukang 150,000.00 - 3,750.00 0.08 OH Mandor 175,000.00 - 14,000.00




Pembesian 1 Kg dengan Besi Ulir 20,325.00 1,715.00 1.05 Kg Besi Beton (ulir) 19,000.00 19,950.00 - 0.02 Kg Kawat Beton 25,000.00 375.00 - 0.01 OH Pekerja 100,000.00 - 700.00 0.01 OH Tukang Besi 120,000.00 - 840.00 0.00 OH Kepala Tukang 150,000.00 - 105.00 0.00 OH Mandor 175,000.00 - 70.00

Memasang 1 Kg Kabel Presstresed Polos/strands 20,200.00 1,227.50 1.05 Kg Besi Beton (polos) 19,000.00 19,950.00 - 0.01 Kg Kawat Beton 25,000.00 250.00 - 0.01 OH Pekerja 100,000.00 - 500.00 0.01 OH Tukang Besi 120,000.00 - 600.00 0.00 OH Kepala Tukang 150,000.00 - 75.00 0.00 OH Mandor 175,000.00 - 52.50

Memasang 1 Kg Jaring Kawat baja/Wire Mesh 751,909.40 92,367.50 1.02 Kg Jaring Kawat Baja dilas 701,500.00 715,530.00 - 0.01 Kg Kawat Beton 25,000.00 125.00 - 0.00 OH Pekerja 100,000.00 - 25.00 0.00 OH Tukang Besi 120,000.00 - 300.00 0.00 OH Kepala Tukang 150,000.00 - 375.00 0.00 OH Mandor 175,000.00 - 17.50

Memasang 1 m² Bekisting untuk Pondasi 36,254.40 91,650.00 0.04 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 27,474.40 - 0.30 Kg Paku Biasa 2" - 5" 15,600.00 4,680.00 - 0.10 Ltr Minyak Bekisting 41,000.00 4,100.00 - 0.52 OH Pekerja 100,000.00 - 52,000.00 0.26 OH Tukang Kayu 120,000.00 - 31,200.00 0.03 OH Kepala Tukang 150,000.00 - 3,900.00 0.03 OH Mandor 175,000.00 - 4,550.00

-

ABK

Memasang 1 m² Bekisting untuk Sloof 39,688.70 91,650.00 0.05 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 30,908.70 - 0.30 Kg Paku Biasa 2" - 5" 15,600.00 4,680.00 - 0.10 Ltr Minyak Bekisting 41,000.00 4,100.00 - 0.52 OH Pekerja 100,000.00 - 52,000.00 0.26 OH Tukang Kayu 120,000.00 - 31,200.00 0.03 OH Kepala Tukang 150,000.00 - 3,900.00 0.03 OH Mandor 175,000.00 - 4,550.00

Memasang 1 m² Bekisting untuk Kolom 267,614.40 116,325.00 0.04 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 27,474.40 - 0.40 Kg Paku Biasa 2" - 5" 15,600.00 6,240.00 - 0.20 Ltr Minyak Bekisting 41,000.00 8,200.00 - 0.02 m3 Balok Kayu Kamper 8,540,000.00 128,100.00 - 0.35 Lbr Plywood tebal 9 mm 164,700.00 57,645.00 - 2.00 Btg Dolken Bambu 19,977.50 39,955.00 - 0.66 OH Pekerja 100,000.00 - 66,000.00 0.33 OH Tukang Kayu 120,000.00 - 39,600.00 0.03 OH Kepala Tukang 150,000.00 - 4,950.00 0.03 OH Mandor 175,000.00 - 5,775.00

1 m2 Memasang 1 m² Bekisting untuk Balok 293,234.40 116,325.00 0.04 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 27,474.40 - 0.40 Kg Paku Biasa 2" - 5" 15,600.00 6,240.00 - 0.20 Ltr Minyak Bekisting 41,000.00 8,200.00 - 0.02 m3 Balok Kayu Kamper 8,540,000.00 153,720.00 - 0.35 Lbr Plywood tebal 9mm 164,700.00 57,645.00 - 2.00 Btg Dolken Bambu 19,977.50 39,955.00 - 0.66 OH Pekerja 100,000.00 - 66,000.00 0.33 OH Tukang Kayu 120,000.00 - 39,600.00 0.03 OH Kepala Tukang 150,000.00 - 4,950.00 0.03 OH Mandor 175,000.00 - 5,775.00

- Memasang 1 m² Bekisting untuk Lantai 347,524.40 116,325.00 0.04 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 27,474.40 - 0.40 Kg Paku Biasa 2" - 5" 15,600.00 6,240.00 - 0.20 Ltr Minyak Bekisting 41,000.00 8,200.00 - 0.02 m3 Balok Kayu Kamper 8,540,000.00 128,100.00 - 0.35 Lbr Plywood tebal 9mm 164,700.00 57,645.00 - 6.00 Btg Dolken Bambu 19,977.50 119,865.00 - 0.66 OH Pekerja 100,000.00 - 66,000.00 0.33 OH Tukang Kayu 120,000.00 - 39,600.00 0.03 OH Kepala Tukang 150,000.00 - 4,950.00 0.03 OH Mandor 175,000.00 - 5,775.00

Memasang 1 m² Bekisting untuk Dinding 347,423.30 116,325.00 0.03 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 20,605.80 - 0.40 Kg Paku Biasa 2" - 5" 15,600.00 6,240.00 - 0.20 Ltr Minyak Bekisting 41,000.00 8,200.00 - 0.02 m3 Balok Kayu Kamper 8,540,000.00 170,800.00 - 0.35 Lbr Plywood tebal 9mm 164,700.00 57,645.00 - 3.00 Btg Dolken Bambu 19,977.50 59,932.50 - 4.00 Buah Formite/Penjaga jarak / Spacer (alat ba 6,000.00 24,000.00 - 0.66 OH Pekerja 100,000.00 - 66,000.00 0.33 OH Tukang Kayu 120,000.00 - 39,600.00 0.03 OH Kepala Tukang 150,000.00 - 4,950.00 0.03 OH Mandor 175,000.00 - 5,775.00

1 m2 Memasang 1 m² Bekisting untuk Tangga 258,695.80 116,325.00 0.03 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 20,605.80 - 0.40 Kg Paku Biasa 2" - 5" 15,600.00 6,240.00 - 0.15 Ltr Minyak Bekisting 41,000.00 6,150.00 - 0.02 m3 Balok Kayu Kamper 8,540,000.00 128,100.00 - 0.35 Lbr Plywood tebal 9mm 164,700.00 57,645.00 - 2.00 Btg Dolken Bambu 19,977.50 39,955.00 - 0.66 OH Pekerja 100,000.00 - 66,000.00 0.33 OH Tukang Kayu 120,000.00 - 39,600.00 0.03 OH Kepala Tukang 150,000.00 - 4,950.00 0.03 OH Mandor 175,000.00 - 5,775.00

Memasang 1 m² Jembatan Cor 37,481.85 23,150.00

ABK

0.03 m3 Kayu Terentang (Kayu Klas III ( Kayu Ceta 686,860.00 18,133.10 - 0.60 kg Paku Biasa 2" - 5" 15,600.00 9,360.00 - 0.50 m3 Dolken Bambu 19,977.50 9,988.75 - 0.15 OH Pekerja 100,000.00 - 15,000.00 0.05 OH Tukang Kayu 120,000.00 - 6,000.00 0.01 OH Kepala Tukang 150,000.00 - 750.00 0.01 OH Mandor 175,000.00 - 1,400.00

Membuat 1 m³ Pondasi Beton Bertulang (150 kg Besi + Bekisting) 4,739,422.00 930,675.00 0.20 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 137,372.00 - 1.50 Kg Paku Biasa 2" - 5" 15,600.00 23,400.00 - 0.40 Ltr Minyak Bekisting 41,000.00 16,400.00 - 157.50 Kg Besi Beton Polos 19,000.00 2,992,500.00 - 2.25 Kg Kawat Beton 25,000.00 56,250.00 - 336.00 Kg Portland Cement (PC) 1,700.00 571,200.00 - 0.54 m3 Pasir Beton (PB) 320,000.00 172,800.00 - 0.81 m3 Kerikil 2/3 950,000.00 769,500.00 - 5.30 OH Pekerja 100,000.00 - 530,000.00 0.28 OH Tukang batu 120,000.00 - 33,000.00 1.30 OH Tukang Kayu 120,000.00 - 156,000.00 1.05 OH Tukang Besi 120,000.00 - 126,000.00 0.26 OH Kepala Tukang 150,000.00 - 39,300.00 0.27 OH Mandor 175,000.00 - 46,375.00

Membuat 1 m³ Sloof Beton Bertulang (200 kg Besi + Bekisting) 5,819,752.20 1,051,175.00 0.27 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 185,452.20 - 2.00 Kg Paku Biasa 2" - 5" 15,600.00 31,200.00 - 0.60 Ltr Minyak Bekisting 41,000.00 24,600.00 - 210.00 Kg Besi Beton Polos 19,000.00 3,990,000.00 - 3.00 Kg Kawat Beton 25,000.00 75,000.00 - 336.00 Kg Portland Cement (PC) 1,700.00 571,200.00 - 0.54 m3 Pasir Beton (PB) 320,000.00 172,800.00 - 0.81 m3 Kerikil 2/3 950,000.00 769,500.00 - 5.65 OH Pekerja 100,000.00 - 565,000.00 0.28 OH Tukang batu 120,000.00 - 33,000.00 1.56 OH Tukang Kayu 120,000.00 - 187,200.00 1.40 OH Tukang Besi 120,000.00 - 168,000.00 0.32 OH Kepala Tukang 150,000.00 - 48,450.00 0.28 OH Mandor 175,000.00 - 49,525.00

Membuat 1 m³ Kolom Beton Bertulang (300 kg Besi + Bekisting) 10,287,144.00 1,310,225.00 0.40 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 274,744.00 - 4.00 Kg Paku Biasa 2" - 5" 15,600.00 62,400.00 - 2.00 Ltr Minyak Bekisting 41,000.00 82,000.00 - 315.00 kg Besi Beton Polos 19,000.00 5,985,000.00 - 4.50 kg Kawat Beton 25,000.00 112,500.00 - 336.00 Kg Portland Cement (PC) 1,700.00 571,200.00 - 0.54 m3 Pasir Beton (PB) 320,000.00 172,800.00 - 0.81 m3 Kerikil 2/3 950,000.00 769,500.00 - 0.15 m3 Balok Kayu Kamper 8,540,000.00 1,281,000.00 - 3.50 Lbr Plywood 9 mm 164,700.00 576,450.00 - 20.00 Btg Dolken Bambu 19,977.50 399,550.00 - 7.05 OH Pekerja 100,000.00 - 705,000.00 0.28 OH Tukang batu 120,000.00 - 33,000.00 1.65 OH Tukang Kayu 120,000.00 - 198,000.00 2.10 OH Tukang Besi 120,000.00 - 252,000.00 0.40 OH Kepala Tukang 150,000.00 - 60,450.00 0.35 OH Mandor 175,000.00 - 61,775.00

Membuat 1 m³ Balok Beton Bertulang (200 kg Besi + Bekisting) 7,890,215.20 1,139,600.00 0.32 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 219,795.20 - 3.20 Kg Paku Biasa 2" - 5" 15,600.00 49,920.00 - 1.60 Ltr Minyak Bekisting 41,000.00 65,600.00 - 210.00 Kg Besi Beton Polos 19,000.00 3,990,000.00 - 3.00 Kg Kawat Beton 25,000.00 75,000.00 - 336.00 Kg Portland Cement (PC) 1,700.00 571,200.00 - 0.54 m3 Pasir Beton (PB) 320,000.00 172,800.00 - 0.81 m3 Kerikil 2/3 950,000.00 769,500.00 - 0.14 m3 Balok Kayu Kamper 8,540,000.00 1,195,600.00 - 2.80 Lbr Plywood 9 mm 164,700.00 461,160.00 - 16.00 Btg Dolken Bambu 19,977.50 319,640.00 - 6.35 OH Pekerja 100,000.00 - 635,000.00

ABK

0.28 OH Tukang batu 120,000.00 - 33,000.00 1.65 OH Tukang Kayu 120,000.00 - 198,000.00 1.40 OH Tukang Besi 120,000.00 - 168,000.00 0.33 OH Kepala Tukang 150,000.00 - 49,950.00 0.32 OH Mandor 175,000.00 - 55,650.00

Membuat 1 m³ Plat Beton Bertulang (150 kg Besi + Bekisting) 7,022,805.20 931,125.00 0.32 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 219,795.20 - 3.20 Kg Paku Biasa 2" - 5" 15,600.00 49,920.00 - 1.60 Ltr Minyak Bekisting 41,000.00 65,600.00 - 157.50 Kg Besi Beton Polos 19,000.00 2,992,500.00 - 2.25 Kg Kawat Beton 25,000.00 56,250.00 - 336.00 Kg Portland Cement (PC) 1,700.00 571,200.00 - 0.54 m3 Pasir Beton (PB) 320,000.00 172,800.00 - 0.81 m3 Kerikil 2/3 950,000.00 769,500.00 - 0.12 m3 Balok Kayu Kamper 8,540,000.00 1,024,800.00 - 2.80 Lbr Plywood 9 mm 164,700.00 461,160.00 - 32.00 Btg Dolken Bambu 19,977.50 639,280.00 - 5.30 OH Pekerja 100,000.00 - 530,000.00 0.28 OH Tukang batu 120,000.00 - 33,000.00 1.30 OH Tukang Kayu 120,000.00 - 156,000.00 1.05 OH Tukang Besi 120,000.00 - 126,000.00 0.27 OH Kepala Tukang 150,000.00 - 39,750.00 0.27 OH Mandor 175,000.00 - 46,375.00

Membuat 1 m³ Dinding Beton Bertulang (150 kg Besi + Bekisting) 7,149,636.40 930,675.00 0.24 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 164,846.40 - 3.20 Kg Paku Biasa 2" - 5" 15,600.00 49,920.00 - 1.60 Ltr Minyak Bekisting 41,000.00 65,600.00 - 157.50 Kg Besi Beton Polos 19,000.00 2,992,500.00 - 2.25 Kg Kawat Beton 25,000.00 56,250.00 - 336.00 Kg Portland Cement (PC) 1,700.00 571,200.00 - 0.54 m3 Pasir Beton (PB) 320,000.00 172,800.00 - 0.81 m3 Kerikil 2/3 950,000.00 769,500.00 - 0.16 m3 Balok Kayu Kamper 8,540,000.00 1,366,400.00 - 2.80 Lbr Plywood 9 mm 164,700.00 461,160.00 - 24.00 Btg Dolken Bambu 19,977.50 479,460.00 - 5.30 OH Pekerja 100,000.00 - 530,000.00 0.28 OH Tukang batu 120,000.00 - 33,000.00 1.30 OH Tukang Kayu 120,000.00 - 156,000.00 1.05 OH Tukang Besi 120,000.00 - 126,000.00 0.26 OH Kepala Tukang 150,000.00 - 39,300.00 0.27 OH Mandor 175,000.00 - 46,375.00

Membuat 1 m³ Tangga Beton Bertulang (200 kg Besi + Bekisting) 7,434,350.00 1,051,175.00 0.25 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 171,715.00 - 3.00 Kg Paku Biasa 2" - 5" 15,600.00 46,800.00 - 1.20 Ltr Minyak Bekisting 41,000.00 49,200.00 - 210.00 Kg Besi Beton Polos 19,000.00 3,990,000.00 - 3.00 Kg Kawat Beton 25,000.00 75,000.00 - 336.00 Kg Portland Cement (PC) 1,700.00 571,200.00 - 0.54 m3 Pasir Beton (PB) 320,000.00 172,800.00 - 0.81 m3 Kerikil 2/3 950,000.00 769,500.00 - 0.11 m3 Balok Kayu Kamper 8,540,000.00 896,700.00 - 2.50 Lbr Plywood 9 mm 164,700.00 411,750.00 - 14.00 Btg Dolken Bambu 19,977.50 279,685.00 - 5.65 OH Pekerja 100,000.00 - 565,000.00 0.28 OH Tukang batu 120,000.00 - 33,000.00 1.56 OH Tukang Kayu 120,000.00 - 187,200.00 1.40 OH Tukang Besi 120,000.00 - 168,000.00 0.32 OH Kepala Tukang 150,000.00 - 48,450.00 0.28 OH Mandor 175,000.00 - 49,525.00

Membuat 1 m¹ Kolom Penguat Beton Bertulang (11 x 11) cm 76,924.72 27,675.00 0.00 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 1,373.72 - 0.01 Kg Paku Biasa 2" - 5" 15,600.00 156.00 - 3.00 kg Besi Beton Polos 19,000.00 57,000.00 - 0.05 Kg Kawat Beton 25,000.00 1,125.00 - 4.00 Kg Portland Cement (PC) 1,700.00 6,800.00 - 0.01 m3 Pasir Beton (PB) 320,000.00 1,920.00 - 0.01 m3 Kerikil 2/3 950,000.00 8,550.00 - 0.18 OH Pekerja 100,000.00 - 18,000.00

ABK

0.02 OH Tukang batu 120,000.00 - 2,400.00 0.02 OH Tukang Kayu 120,000.00 - 2,400.00 0.02 OH Tukang Besi 120,000.00 - 2,400.00 0.01 OH Kepala Tukang 150,000.00 - 900.00 0.01 OH Mandor 175,000.00 - 1,575.00

Membuat 1 m¹ Ring Balok Beton Bertulang (10 x 15) cm 98,502.58 43,955.00 0.00 m3 Kayu Klas III ( Kayu Cetakan / Sengon) 686,860.00 2,060.58 - 0.02 Kg Paku Biasa 2" - 5" 15,600.00 312.00 - 3.60 kg Besi Beton Polos 19,000.00 68,400.00 - 0.05 Kg Kawat Beton 25,000.00 1,250.00 - 5.50 Kg Portland Cement (PC) 1,700.00 9,350.00 - 0.01 m3 Pasir Beton (PB) 320,000.00 2,880.00 - 0.02 m3 Kerikil 2/3 950,000.00 14,250.00 - 0.30 OH Pekerja 100,000.00 - 29,700.00 0.03 OH Tukang batu 120,000.00 - 3,960.00 0.03 OH Tukang Kayu 120,000.00 - 3,960.00 0.03 OH Tukang Besi 120,000.00 - 3,960.00 0.01 OH Kepala Tukang 150,000.00 - 1,500.00 0.01 OH Mandor 175,000.00 - 875.00

1m3 kolom precast (msc) 9,700,001.40 3,131,652.49 1.00 m3 Campuran beton k275 1,548,783.45 212,750.00 1,548,783.45 212,750.00 98.21 kg Besi beton 20,325.00 1,715.00 1,996,086.75 168,427.49 23.00 m2 Bekisting Kolom 267,614.40 116,325.00 6,155,131.20 2,675,475.00 0.75 OH Tuk.BongkarBekisting 100,000.00 - 75,000.00

1m3 Plat precast (msc) 17,065,833.98 4,015,660.36 1.00 m3 Campuran beton k275 1,548,783.45 212,750.00 1,548,783.45 212,750.00 265.09 kg Besi beton 20,200.00 1,227.50 5,354,919.00 325,404.11 29.25 m2 Bekisting Plat 347,423.30 116,325.00 10,162,131.52 3,402,506.25 0.75 OH Tuk.BongkarBekisting 100,000.00 - 75,000.00

IV 6897:2008 P E K E R J A A N D I N D I N GMemasang 1 m² Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 Bata, Campuran Spesi 1PC : 395,950.00 92,250.00 140.000 Buah Bata Merah 2,100.00 294,000.00 - 43.500 Kg Portland Semen (PC #N/A 1,700.00 73,950.00 - 0.080 Pasir Pasang (PP) 350,000.00 28,000.00 - 0.600 OH Pekerja 100,000.00 - 60,000.00 0.200 OH Tukang Batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang Batu 150,000.00 - 3,000.00 0.030 OH Mandor 175,000.00 - 5,250.00

Memasang 1 m ² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran spesi 1PC : 381,865.00 92,250.00 140.000 Buah Bata Merah 2,100.00 294,000.00 - 32.950 Kg Portland Semen (PC) 1,700.00 56,015.00 - 0.091 m³ Pasir Pasang (PP) 350,000.00 31,850.00 - 0.600 OH Pekerja 100,000.00 - 60,000.00 0.200 OH Tukang Batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang Batu 150,000.00 - 3,000.00 0.030 OH Mandor 175,000.00 - 5,250.00

Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran Spesi 1PC : 371,685.00 92,250.00 140.000 Buah Bata Merah 2,100.00 294,000.00 - 26.550 Kg Portland Semen (PC) 1,700.00 45,135.00 - 0.093 m³ Pasir Pasang (PP) 350,000.00 32,550.00 - 0.600 OH Pekerja 100,000.00 - 60,000.00 0.200 OH Tukang Batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang Batu 150,000.00 - 3,000.00 0.030 OH Mandor 175,000.00 - 5,250.00

Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran Spesi 1PC : 367,440.00 92,250.00 140.000 Buah Bata Merah 2,100.00 294,000.00 - 22.200 Kg Portland Semen (PC) 1,700.00 37,740.00 - 0.102 m³ Pasir Pasang (PP) 350,000.00 35,700.00 - 0.600 OH Pekerja 100,000.00 - 60,000.00 0.200 OH Tukang Batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang Batu 150,000.00 - 3,000.00 0.030 OH Mandor 175,000.00 - 5,250.00

Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran Spesi 1PC : 368,150.00 92,250.00

m³

ABK

140.000 Buah Bata Merah 2,100.00 294,000.00 - 18.500 Kg Portland Semen (PC) 1,700.00 31,450.00 - 0.122 m³ Pasir Pasang (PP) 350,000.00 42,700.00 - 0.600 OH Pekerja 100,000.00 - 60,000.00 0.200 OH Tukang Batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang Batu 150,000.00 - 3,000.00 0.030 OH Mandor 175,000.00 - 5,250.00

Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Campuran Spesi 1PC : 3 349,298.38 87,000.00 140.000 Buah Bata Merah 2,100.00 294,000.00 - 10.080 Kg Portland Semen (PC) 1,700.00 17,136.00 - 0.0925 m³ Pasir Pasang (PP) 350,000.00 32,375.00 - 0.0275 m³ Kapur Padam (KP) 210,450.00 5,787.38 - 0.600 OH Pekerja 100,000.00 - 60,000.00 0.200 OH Tukang Batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang Batu 150,000.00 - 3,000.00 0.030 OH Mandor 175,000.00 - 5,250.00

Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 187,212.10 46,125.00 70.000 Buah Bata Merah 2,100.00 147,000.00 - 18.950 Kg Pasir Pasang (PP) 1,700.00 32,215.00 - 0.038 m³ Kapur Padam (KP) 210,450.00 7,997.10 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.100 OH Tukang Batu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.015 OH Mandor 175,000.00 - 2,625.00

Memasang 1 m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 179,847.00 46,125.00 70.000 Buah Bata Merah 2,100.00 147,000.00 - 14.370 Kg Pasir Pasang (PP) 1,700.00 24,429.00 - 0.040 m³ Kapur Padam (KP) 210,450.00 8,418.00 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.100 OH Tukang Batu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.015 OH Mandor 175,000.00 - 2,625.00

Memasang 1m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 181,600.00 46,125.00 70.000 Buah Bata Merah 2,100.00 147,000.00 - 11.500 Kg Portland Semen (PC) 1,700.00 19,550.00 - 0.043 m³ Pasir Pasang (PP) 350,000.00 15,050.00 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.100 OH Tukang Batu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.015 OH Mandor 175,000.00 - 2,625.00




ABK

Memasang 1m² Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1/2 Bata Campuran Spesi 1PC : 175,306.75 46,125.00 70.000 Buah Bata Merah 2,100.00 147,000.00 - 4.500 Kg Portland Semen (PC) 1,700.00 7,650.00 - 0.050 m³ Pasir Pasang (PP) 350,000.00 17,500.00 - 0.015 m³ Kapur Padam (KP) 210,450.00 3,156.75 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.100 OH Tukang Batu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.015 OH Mandor 175,000.00 - 2,625.00

V 2837:2008 PEKERJAAN P L E S T E R A N

31,956.80 52,875.00 15.504 Kg Portland Cement (PC) 1,700.00 26,356.80 - 0.016 Pasir Pasang (PP) 350,000.00 5,600.00 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.150 OH Tukang batu 120,000.00 - 18,000.00 0.015 OH Kepala Tukang 150,000.00 - 2,250.00 0.015 OH Mandor 175,000.00 - 2,625.00

Membuat 1 m² Plesteran 1 PC : 2 PP Tebal 15 mm 24,380.80 52,875.00 10.224 Kg Portland Cement (PC) 1,700.00 17,380.80 - 0.020 Pasir Pasang (PP) 350,000.00 7,000.00 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.150 OH Tukang batu 120,000.00 - 18,000.00 0.015 OH Kepala Tukang 150,000.00 - 2,250.00 0.015 OH Mandor 175,000.00 - 2,625.00






Membuat 1 m² Plesteran 1 PC : 8 PP Tebal 15 mm 16,025.20 52,875.00 3.456 Kg Portland Cement (PC) 1,700.00 5,875.20 - 0.029 Pasir Pasang (PP) 350,000.00 10,150.00 -

Membuat 1 m² Plesteran 1 PC : 1 PP, Tebal 15 mm

m³

m³

m³

m³

m³

m³

m³

m³

ABK

0.300 OH Pekerja 100,000.00 - 30,000.00 0.150 OH Tukang batu 120,000.00 - 18,000.00 0.015 OH Kepala Tukang 150,000.00 - 2,250.00 0.015 OH Mandor 175,000.00 - 2,625.00

Membuat 1 m² Plesteran 1 PC : 1/2 KP : 3 PP Tebal 15 mm 14,973.35 52,200.00 5.760 Kg Portland Cement (PC) 1,700.00 9,792.00 - 0.003 Kapur Padam (KP) 210,450.00 631.35 - 0.013 Pasir Pasang (PP) 350,000.00 4,550.00 - 0.360 OH Pekerja 100,000.00 - 36,000.00 0.120 OH Tukang batu 120,000.00 - 14,400.00 0.012 OH Kepala Tukang 150,000.00 - 1,800.00 0.018 OH Mandor 175,000.00 3,150.00

Membuat 1 m² Plesteran 1 PC : 2 KP : 8 PP Tebal 15 mm 13,152.25 52,200.00 3.000 kg Portland Cement (PC) 1,700.00 5,100.00 - 0.005 Kapur Padam (KP) 210,450.00 1,052.25 - 0.020 Pasir Pasang (PP) 350,000.00 7,000.00 - 0.360 OH Pekerja 100,000.00 - 36,000.00 0.120 OH Tukang batu 120,000.00 - 14,400.00 0.012 OH Kepala Tukang 150,000.00 - 1,800.00 0.018 OH Mandor 175,000.00 3,150.00

Membuat 1 m² Plesteran 1 SM : 1 KP : 1 PP Tebal 15 mm 5,156.55 52,200.00 0.009 Semen Merah (SM) 12,500.00 112.50 - 0.009 Kapur Padam (KP) 210,450.00 1,894.05 - 0.009 Pasir Pasang (PP) 350,000.00 3,150.00 - 0.360 OH Pekerja 100,000.00 - 36,000.00 0.120 OH Tukang batu 120,000.00 - 14,400.00 0.012 OH Kepala Tukang 150,000.00 - 1,800.00 0.018 OH Mandor 175,000.00 3,150.00


Membuat 1 m² Plesteran 1 PC : 2 PP Tebal 20 mm 32,624.40 70,850.00 13.632 kg Portland Cement (PC) 1,700.00 23,174.40 - 0.027 Pasir Pasang (PP) 350,000.00 9,450.00 - 0.400 OH Pekerja 100,000.00 - 40,000.00 0.200 OH Tukang batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00 0.022 OH Mandor 175,000.00 - 3,850.00

Membuat 1 m² Plesteran 1PC : 3PP Tebal 20 mm 28,475.60 70,850.00 10.368 Kg Portland Cement (PC) 1,700.00 17,625.60 - 0.031 Pasir Pasang (PP) 350,000.00 10,850.00 - 0.400 OH Pekerja 100,000.00 - 40,000.00 0.200 OH Tukang batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00 0.022 OH Mandor 175,000.00 - 3,850.00

Membuat 1 m² Plesteran 1 PC : 4 PP Tebal 20 mm 25,344.00 70,850.00 8.320 kg Portland Cement (PC) 1,700.00 14,144.00 - 0.032 Pasir Pasang (PP) 350,000.00 11,200.00 - 0.400 OH Pekerja 100,000.00 - 40,000.00 0.200 OH Tukang batu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00 0.022 OH Mandor 175,000.00 - 3,850.00


m³m³

m³m³

m³m³m³

m³m³m³

m³

m³

m³

m³

ABK



Membuat 1 m² Berapen 1 PC : 5 PP Tebal 15 mm 17,912.80 26,600.00 5.184 Kg Portland Cement (PC) 1,700.00 8,812.80 - 0.026 Pasir Pasang (PP) 350,000.00 9,100.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.075 OH Tukang batu 120,000.00 - 9,000.00 0.008 OH Kepala Tukang 150,000.00 - 1,200.00 0.008 OH Mandor 175,000.00 - 1,400.00

5,400.00 62,700.00 0.500 Kg Portland Cement (PC) 1,700.00 850.00 - 0.013 Pasir Pasang (PP) 350,000.00 4,550.00 - 0.080 OH Pekerja 100,000.00 - 8,000.00 0.400 OH Tukang batu 120,000.00 - 48,000.00 0.040 OH Kepala Tukang 150,000.00 - 6,000.00 0.004 OH Mandor 175,000.00 - 700.00

Membuat 1 m² Plesteran Ciprat/Kamprotan 1PC : 2 PP 9,444.00 46,125.00 4.320 Kg Portland Cement (PC) 1,700.00 7,344.00 - 0.006 Pasir Pasang (PP) 350,000.00 2,100.00 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.100 OH Tukang batu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.015 OH Mandor 175,000.00 - 2,625.00

Membuat 1 m² Finishing Siar Pasangan Dinding Bata Merah (=20 m') 5,283.60 26,600.00 3.108 Kg Portland Cement (PC) 1,700.00 5,283.60 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.075 OH Tukang batu 120,000.00 - 9,000.00 0.008 OH Kepala Tukang 150,000.00 - 1,200.00 0.008 OH Mandor 175,000.00 - 1,400.00

Membuat 1 m² Finishing Siar Pasangan Dinding Conblock ekspose (=8 m') 2,720.00 75,500.00 1.600 Kg Portland Cement (PC) 1,700.00 2,720.00 - 0.700 OH Pekerja 100,000.00 - 70,000.00 0.035 OH Tukang batu 120,000.00 - 4,200.00 0.004 OH Kepala Tukang 150,000.00 - 600.00 0.004 OH Mandor 175,000.00 - 700.00

Membuat 1 m² Finishing Siar Pasangan Batu Kali Adukan 1PC : 2PP 14,978.00 50,250.00 6.340 Kg Portland Cement (PC) 1,700.00 10,778.00 - 0.012 Pasir Pasang (PP) 350,000.00 4,200.00 - 0.300 OH Pekerja 100,000.00 - 30,000.00 0.150 OH Tukang batu 120,000.00 - 18,000.00 0.015 OH Kepala Tukang 150,000.00 - 2,250.00 0.015 OH Mandor 175,000.00 2,625.00

Membuat 1 m² Acian 5,525.00 35,250.00 3.250 Kg Portland Cement (PC) 1,700.00 5,525.00 - 0.200 OH Pekerja 100,000.00 - 20,000.00 0.100 OH Tukang batu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.010 OH Mandor 175,000.00 - 1,750.00

XIII 7395:2008 PEKERJAAN PENUTUP LANTAI DAN DINDING

m³

m³m³m³

m³

Membuat 1 m¹ Plesteran Skoning lebar 10 mm 1 PC : 2PP

m³

m³

m³

ABK

Memasang 1 m² lantai Ubin PC Abu-abu Ukuran (30 x 30) cm 76,741.65 45,825.00 11.870 Buah Ubin Abu-Abu uk. (30 x 30) cm 3,706.12 43,991.65 - 10.000 Kg Portland Cement (PC) 1,700.00 17,000.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 0.260 OH Pekerja 100,000.00 - 26,000.00 0.130 OH Tukang Batu 120,000.00 - 15,600.00 0.013 OH Kepala Tukang 150,000.00 - 1,950.00 0.013 OH Mandor 175,000.00 - 2,275.00

Memasang 1 m² lantai Ubin PC Abu-abu Ukuran (20 x 20) cm 73,519.20 47,750.00 26.500 Buah Ubin Abu-Abu uk. (20 x 20) cm 1,512.80 40,089.20 - 10.400 Kg Portland Cement (PC) 1,700.00 17,680.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 0.270 OH Pekerja 100,000.00 - 27,000.00 0.135 OH Tukang Batu 120,000.00 - 16,200.00 0.014 OH Kepala Tukang 150,000.00 - 2,100.00 0.014 OH Mandor 175,000.00 - 2,450.00

Memasang 1 m² lantai Ubin Warna Ukuran (30 x 30) cm 109,340.88 45,825.00 11.870 Buah Ubin Warna uk. (30 x 30) cm 4,872.86 57,840.88 - 10.000 Kg Portland Cement (PC) 1,700.00 17,000.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 1.500 Kg Semen Warna 12,500.00 18,750.00 - 0.260 OH Pekerja 100,000.00 - 26,000.00 0.130 OH Tukang Batu 120,000.00 - 15,600.00 0.013 OH Kepala Tukang 150,000.00 - 1,950.00 0.013 OH Mandor 175,000.00 2,275.00

Memasang 1 m² lantai Ubin Warna Ukuran (20 x 20) cm 103,629.85 47,750.00 26.500 Buah Ubin Warna uk. (20 x 20) cm 1,884.90 49,949.85 - 10.400 Kg Portland Cement (PC) 1,700.00 17,680.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 1.620 Kg Semen Warna 12,500.00 20,250.00 - 0.270 OH Pekerja 100,000.00 - 27,000.00 0.135 OH Tukang Batu 120,000.00 - 16,200.00 0.014 OH Kepala Tukang 150,000.00 - 2,100.00 0.014 OH Mandor 175,000.00 2,450.00

Memasang 1 m² lantai Ubin Traso Ukuran (30 x 30) cm 143,067.81 45,825.00 11.870 Buah Ubin Traso uk. (30 x 30) cm 7,714.22 91,567.81 - 10.000 Kg Portland Cement (PC) 1,700.00 17,000.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 1.500 Kg Semen Warna 12,500.00 18,750.00 - 0.260 OH Pekerja 100,000.00 - 26,000.00 0.130 OH Tukang Batu 120,000.00 - 15,600.00 0.013 OH Kepala Tukang 150,000.00 - 1,950.00 0.013 OH Mandor 175,000.00 2,275.00

Memasang 1 m² lantai Ubin Granit Ukuran ( 40 x 40 ) cm 217,765.66 43,475.00 6.630 Buah Ubin Granit 25,506.13 169,105.66 - 9.800 Kg Portland Cement (PC) 1,700.00 16,660.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 1.300 Kg Semen Warna 12,500.00 16,250.00 - 0.250 OH Pekerja 100,000.00 - 25,000.00 0.120 OH Tukang Batu 120,000.00 - 14,400.00 0.012 OH Kepala Tukang 150,000.00 - 1,800.00 0.013 OH Mandor 175,000.00 2,275.00

Memasang 1 m² Plint Ubin PC abu -abu Ukuran (15 x 20 ) cm 30,553.95 22,025.00 5.300 Buah Plint Ubin (15x20) cm 4,971.50 26,348.95 - 1.650 Kg Portland Cement (PC) 1,700.00 2,805.00 - 0.004 m3 Pasir Pasang (PP) 350,000.00 1,400.00 - 0.090 OH Pekerja 100,000.00 - 9,000.00 0.090 OH Tukang Batu 120,000.00 - 10,800.00 0.009 OH Kepala Tukang 150,000.00 - 1,350.00 0.005 OH Mandor 175,000.00 - 875.00

-

1 m' 13,937.00 22,025.00 5.300 Buah Plint Ubin PC Warna (10x20) cm 1,830.00 9,699.00 - 1.140 Kg Portland Cement (PC) 1,700.00 1,938.00 - 0.003 m3 Pasir Pasang (PP) 350,000.00 1,050.00 -

Memasang 1m¹ Plint Ubin PC Warna Ukuran (10 x 20) cm

ABK

0.100 Kg Semen Warna 12,500.00 1,250.00 - 0.090 OH Pekerja 100,000.00 - 9,000.00 0.090 OH Tukang Batu 120,000.00 - 10,800.00 0.009 OH Kepala Tukang 150,000.00 - 1,350.00 0.005 OH Mandor 175,000.00 875.00

1 m2 Memasang 1 m² Lantai Keramik Ukuran (33 x 33) cm 143,456.33 123,375.00 10.000 Buah Ubin Keramik Ukuran (33 x 33) cm 9,353.33 93,533.33 - 8.190 Kg Portland Cement (PC) 1,700.00 13,923.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 1.620 Kg Semen Warna 12,500.00 20,250.00 - 0.700 OH Pekerja 100,000.00 - 70,000.00 0.350 OH Tukang Batu 120,000.00 - 42,000.00 0.035 OH Kepala Tukang 150,000.00 - 5,250.00 0.035 OH Mandor 175,000.00 - 6,125.00



1 m2 Memasang 1 m² Lantai Marmer Ukuran (100x100) cm 938,727.33 123,375.00 1.060 buah Marmer (100 x 100) cm 849,933.33 900,929.33 - 8.190 kg Portland Cement (PC) 1,700.00 13,923.00 - 0.045 m3 Pasir Pasang (PP) 350,000.00 15,750.00 - 0.650 kg Semen Warna 12,500.00 8,125.00 - 0.700 OH Pekerja 100,000.00 - 70,000.00 0.350 OH Tukang Batu 120,000.00 - 42,000.00 0.035 OH Kepala Tukang 150,000.00 - 5,250.00 0.035 OH Mandor 175,000.00 - 6,125.00

1 m2 Memasang 1 m² Lantai Karpet 91,813.21 41,525.00 1.050 m2 Karpet 82,553.33 86,681.00 - 0.350 kg Lem 14,663.46 5,132.21 - 0.170 OH Pekerja 100,000.00 - 17,000.00 0.170 OH Tukang Batu 120,000.00 - 20,400.00 0.017 OH Kepala Tukang 150,000.00 - 2,550.00 0.009 OH Mandor 175,000.00 - 1,575.00

- - 1 m2 Memasang 1 m² Dinding Keramik Ukuran (20x20) cm,

26.500 Buah Ubin Keramik Ukuran (20x20) cm, 2,119.31 46,360.00 126,000.00 9.300 Kg Portland Cement (PC) 1,700.00 15,810.00 - 0.018 m3 Pasir Pasang (PP) 350,000.00 6,300.00 - 1.940 Kg Semen Warna 12,500.00 24,250.00 - 0.600 OH Pekerja 100,000.00 - 60,000.00 0.450 OH Tukang Batu 120,000.00 - 54,000.00 0.045 OH Kepala Tukang 150,000.00 - 6,750.00 0.030 OH Mandor 175,000.00 - 5,250.00

1 m2 Memasang 1 m² Dinding Marmer Ukuran (100x100) cm 985,799.13 229,125.00 1.060 buah Marmer 849,933.33 900,929.33 - 3.003 buah Paku 12 cm 15,600.00 46,846.80 - 12.440 kg Portlan Semen 1,700.00 21,148.00 - 0.025 m3 Pasir Pasang 350,000.00 8,750.00 - 0.650 kg Semen Warna 12,500.00 8,125.00 - 1.300 OH Pekerja 100,000.00 - 130,000.00 0.650 OH Tukang Batu 120,000.00 - 78,000.00

ABK

0.065 OH Kepala Tukang 150,000.00 - 9,750.00 0.065 OH Mandor 175,000.00 - 11,375.00

1 m2 Memasang 1 m² Dinding Batu Paras / Batu Tempel Hitam 80,313.33 123,375.00 1.100 m2 Batu Paras 43,716.67 48,088.33 - 11.750 Kg Portland Semen 1,700.00 19,975.00 - 0.035 m3 Pasir Pasang 350,000.00 12,250.00 - 0.700 OH Pekerja 100,000.00 - 70,000.00 0.350 OH Tukang Batu 120,000.00 - 42,000.00 0.035 OH Kepala Tukang 150,000.00 - 5,250.00 0.035 OH Mandor 175,000.00 - 6,125.00

1 m2 Memasang 1 m² Wall Paper Lebar 50 cm 215,613.27 58,900.00 2.200 m' Wall Paper 93,000.00 204,600.00 - 0.250 kg Lem 44,053.09 11,013.27 - 0.350 OH Pekerja 100,000.00 - 35,000.00 0.175 OH Tukang Batu 120,000.00 - 21,000.00 0.017 OH Kepala Tukang 150,000.00 - 2,550.00 0.002 OH Mandor 175,000.00 - 350.00

1 m' 2,004,408.44 822,650.00 0.003 m3 Papan Kayu Klas II 7,938,486.90 23,815.46 - 0.050 kg Paku Sekrup 5 cm 17,435.83 871.79 - 0.120 OH Pekerja 100,000.00 - 12,000.00 0.120 OH Tukang Batu 120,000.00 - 14,400.00 0.012 OH Kepala Tukang 150,000.00 - 1,800.00 0.006 OH Mandor 175,000.00 - 1,050.00

XV G.55.b.1 1 Pasang Paving Tebal 6 cm (K.200) (Type Holland) 76,635.52 38,470.00 1.000 m² Paving Block K.200 59,135.52 59,135.52 - 0.050 m³ Pasir Urug 280,000.00 14,000.00 - 0.010 m³ Pasir Pasang 350,000.00 3,500.00 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

XV G.55.b.2 1 m² Pasang Paving Tebal 6 cm (K.250) (Type Holland) 70,771.66 38,470.00 1.000 m² Paving Block K.250 63,436.02 63,436.02 - 0.050 m³ Pasir Urug 115,026.61 5,751.33 - 0.010 m³ Pasir Pasang 158,430.56 1,584.31 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00


-


XV G.55.c.1 1 m² Pasang Paving Tebal 8 cm (K.250) (Type Holland) 92,039.00 38,470.00 1.000 m² Paving Block K.250 84,703.36 84,703.36 - 0.050 m³ Pasir Urug 115,026.61 5,751.33 - 0.010 m³ Pasir Pasang 158,430.56 1,584.31 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

Memasang 1 m¹ Plint Kayu Kamper Ukuran (2x10) cm

m²

ABK

G.55.c.2 1 m² Pasang Paving Tebal 8 cm (K.300) (Type Holland) 98,535.50 38,470.00 1.000 m² Paving Block K.300 91,199.86 91,199.86 - 0.050 m³ Pasir Urug 115,026.61 5,751.33 - 0.010 m³ Pasir Pasang 158,430.56 1,584.31 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

G.55.c.3 1 m² Pasang Paving Tebal 8 cm (K.400) (Type Holland) 105,672.50 38,470.00 1.000 m² Paving Block K.400 98,336.86 98,336.86 - 0.050 m³ Pasir Urug 115,026.61 5,751.33 - 0.010 m³ Pasir Pasang 158,430.56 1,584.31 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

XV G.55.d.1 1 m² Pasang Paving Segitiga Kecil Tebal 6 cm (K.300) 77,451.16 38,470.00 1.000 m² Paving Block K.300 70,115.52 70,115.52 - 0.050 m³ Pasir Urug 115,026.61 5,751.33 - 0.010 m³ Pasir Pasang 158,430.56 1,584.31 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

XV G.55.d.2 1 m² Pasang Paving Segitiga Besar Tebal 6 cm (K.300) 78,832.50 38,470.00 1.000 m² Paving Block K.300 71,496.86 71,496.86 - 0.050 m³ Pasir Urug 115,026.61 5,751.33 - 0.010 m³ Pasir Pasang 158,430.56 1,584.31 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

XV G.55.e.1 1 m² Pasang Paving Segitiga Besar Tebal 8 cm (K.300) 105,581.00 38,470.00 1.000 m² Paving Block K.300 98,245.36 98,245.36 - 0.050 m³ Pasir Urug 115,026.61 5,751.33 - 0.010 m³ Pasir Pasang 158,430.56 1,584.31 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.006 OH Tukang Batu 120,000.00 - 720.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.010 OH Mandor 175,000.00 - 1,750.00

XV Dihit I 1 m Pasang Kanstin Ukuran 13/16 x 28 x 50 K.200 ( Kanan + Kiri ) 85,489.28 6,000.00 4.000 bh Kanstin Ukuran 13/16 x 28 x 50 (K.200) 21,372.32 85,489.28 - 0.060 m³ Pekerja 100,000.00 - 6,000.00

XV Dihit II 1 m Pasang Kanstin Ukuran 10 x 20 x 50 K.200 (Kanan + Kiri) 47,061.17 6,000.00 4.000 bh Kanstin Ukuran 10 x 20 x 50 (K.200) 11,765.29 47,061.17 - 0.060 m³ Pekerja 100,000.00 - 6,000.00

VI 3434:2008 PEKERJAAN KAYU

Membuat dan Memasang 1m³ Kusen Pintu dan Kusen Jendela, Kayu klas I (Kayu Jati) 17,547,263.46 3,596,250.00 1.100 Kayu Klas I (Jati) , Balok 15,921,000.00 17,513,100.00 - 1.250 kg Paku Biasa 2" - 5 " 15,600.00 19,500.00 - 1.000 kg Lem Kayu 14,663.46 14,663.46 - 7.000 OH Pekerja 100,000.00 - 700,000.00 21.000 OH Tukang Kayu 120,000.00 - 2,520,000.00 2.100 OH Kepala Tukang 150,000.00 - 315,000.00 0.350 OH Mandor 175,000.00 - 61,250.00

Membuat dan Memasang 1m³ Kusen Pintu dan Kusen Jendela Kayu klas II (kayu Kamper) 10,282,163.46 3,082,500.00 1.200 Kayu Klas II (Kamfer) , Balok 8,540,000.00 10,248,000.00 - 1.250 kg Paku Biasa 2" - 5 " 15,600.00 19,500.00 - 1.000 kg Lem Kayu 14,663.46 14,663.46 -

m³

m³

ABK

6.000 OH Pekerja 100,000.00 - 600,000.00 18.000 OH Tukang Kayu 120,000.00 - 2,160,000.00 1.800 OH Kepala Tukang 150,000.00 - 270,000.00 0.300 OH Mandor 175,000.00 - 52,500.00

Membuat dan Memasang 1m² Pintu Klamp Standard Kayu Klas II (Kayu Kamfer) 354,580.00 179,900.00 0.040 Kayu Klas II (Kamfer), papan 8,845,000.00 353,800.00 - 0.050 Kg Paku Biasa 2" - 5 " 15,600.00 780.00 - 0.350 OH Pekerja 100,000.00 - 35,000.00 1.050 OH Tukang Kayu 120,000.00 - 126,000.00 0.105 OH Kepala Tukang 150,000.00 - 15,750.00 0.018 OH Mandor 175,000.00 - 3,150.00

- - Membuat dan Memasang 1m² Daun Pintu Panel Kayu Kayu Klas II (Kayu Kamfer) 361,131.73 513,750.00 0.040 Kayu Klas II (Kamfer), papan 8,845,000.00 353,800.00 - 0.500 kg Lem Kayu 14,663.46 7,331.73 - 1.000 OH Pekerja 100,000.00 - 100,000.00 3.000 OH Tukang Kayu 120,000.00 - 360,000.00 0.300 OH Kepala Tukang 150,000.00 - 45,000.00 0.050 OH Mandor 175,000.00 - 8,750.00

Membuat dan Memasang 1m² Pintu dan Jendela Kaca Kayu Klas II (Kayu Kamfer) 216,679.04 411,000.00 0.024 Kayu Klas II (Kamfer), papan 8,845,000.00 212,280.00 - 0.300 kg Lem Kayu 14,663.46 4,399.04 - 0.800 OH Pekerja 100,000.00 - 80,000.00 2.400 OH Tukang Kayu 120,000.00 - 288,000.00 0.240 OH Kepala Tukang 150,000.00 - 36,000.00 0.040 OH Mandor 175,000.00 - 7,000.00

Membuat dan Memasang 1m² Pintu dan Jendela Jalusi Kayu Klas I (Kayu Jati) 1,189,531.73 513,750.00 0.064 Kayu Klas I (Jati), papan 18,471,875.00 1,182,200.00 - 0.500 kg Lem Kayu 14,663.46 7,331.73 - 1.000 OH Pekerja 100,000.00 - 100,000.00 3.000 OH Tukang Kayu 120,000.00 - 360,000.00 0.300 OH Kepala Tukang 150,000.00 - 45,000.00 0.050 OH Mandor 175,000.00 - 8,750.00

Membuat 1m² Daun Pintu kayu lapis (Plywood) Rangkap, Rangka Tertutup Kayu Klas II (lebar s #VALUE! #VALUE!(Kayu Kamper) #VALUE! #VALUE! 0.025 Kayu Klas II (Kamfer), papan 8,845,000.00 221,125.00 - 0.030 Kg Paku Biasa 1/2" - 1" 16,644.29 499.33 - 0.500 Ltr Lem Kayu 14,663.46 7,331.73 - 1.000 Lbr Plywood tebal 4 mm uk.90x210 cm 104,920.00 104,920.00 - 0.700 OH Pekerja 100,000.00 - 70,000.00 2.100 OH Tukang Kayu 120,000.00 252,000.00 0.210 OH Kepala Tukang 150,000.00 31,500.00 0.035 OH Mandor 175,000.00 6,125.00

Membuat 1m² Pintu Plywood rangkap, rangka expose kayu klas II (Kayu Kamfer) 339,183.06 411,000.00 0.0256 Kayu Klas II (Kamfer), papan 8,845,000.00 226,432.00 - 0.030 Kg Paku Biasa 1/2" - 1" 16,644.29 499.33 - 0.500 Ltr Lem Kayu 14,663.46 7,331.73 - 1.000 Lbr Plywood tebal 4 mm uk.90x210 cm 104,920.00 104,920.00 - 0.800 OH Pekerja 100,000.00 - 80,000.00 2.400 OH Tukang Kayu 120,000.00 - 288,000.00 0.240 OH Kepala Tukang 150,000.00 36,000.00 0.040 OH Mandor 175,000.00 7,000.00

-

Memasang 1m² Jalusi Kusen Kayu Klas I (kayu Jati) 1,110,809.14 395,625.00 0.060 Kayu Klas I (Jati), papan 18,471,875.00 1,108,312.50 - 0.150 Kg Paku Biasa 1/2" - 1" 16,644.29 2,496.64 - 0.670 OH Pekerja 100,000.00 - 67,000.00 2.000 OH Tukang Kayu 120,000.00 - 240,000.00 0.200 OH Kepala Tukang 150,000.00 - 30,000.00 0.335 OH Mandor 175,000.00 - 58,625.00

Memasang 1m² Teakwood Rangkap, Rangka Expose Kayu Klas I (Kayu Jati) 571,615.24 411,000.00 0.025 Kayu Klas I (Jati), papan 18,471,875.00 461,796.88 - 0.030 Kg Paku Biasa 1/2" - 1" 16,644.29 499.33 - 0.300 kg Lem Kayu 14,663.46 4,399.04 - 1.000 Lbr Teakwood (90 x 210) cm x 4 mm 104,920.00 104,920.00 -

m³

m³

m³

m³

m³

m³

m³

m³

ABK

0.800 OH Pekerja 100,000.00 - 80,000.00 2.400 OH Tukang Kayu 120,000.00 - 288,000.00 0.240 OH Kepala Tukang 150,000.00 - 36,000.00 0.040 OH Mandor 175,000.00 - 7,000.00

Memasang 1m² Pintu Teakwood Rangkap Lapis Formika, Rangka expose Kayu Klas II Rangka ex #VALUE! #VALUE!Kayu Kamfer #VALUE! #VALUE! 0.025 Kayu Klas II (Kamfer), papan 8,845,000.00 221,125.00 - 0.030 Kg Paku Biasa 1/2" - 1" 16,644.29 499.33 - 0.800 kg Lem Kayu 14,663.46 11,730.77 - 1.000 Lbr Teakwood (90 x 210) cm x 4 mm 104,920.00 104,920.00 - 0.500 Lbr Formika 118,950.00 59,475.00 - 0.850 OH Pekerja 100,000.00 - 85,000.00 2.550 OH Tukang Kayu 120,000.00 - 306,000.00 0.255 OH Kepala Tukang 150,000.00 - 38,250.00 0.043 OH Mandor 175,000.00 - 7,525.00

Memasang 1m³ Konstruksi Kuda-kuda Konvensional Kayu Kelas II Bentang 6 meter #VALUE! #VALUE!Kayu Kamfer #VALUE! #VALUE! 1.100 Kayu Kamfer, balok 8,540,000.00 9,394,000.00 - 15.000 Kg Besi Strip 7,030.71 105,460.58 - 5.600 Kg Paku Biasa 2" - 5" 16,644.29 93,208.00 - 4.000 OH Pekerja 100,000.00 - 400,000.00 12.000 OH Tukang Kayu 120,000.00 - 1,440,000.00 1.200 OH Kepala Tukang 150,000.00 - 180,000.00 0.200 OH Mandor 175,000.00 - 35,000.00

Memasang 1m³ Konstruksi Kuda-kuda Expose, Kayu Klas I (Kayu Jati) 19,298,020.58 3,442,125.00 1.200 Kayu Klas I (jati), balok 15,921,000.00 19,105,200.00 - 15.000 Kg Besi Strip 7,030.71 105,460.58 - 5.600 Kg Paku Biasa 2" - 5" 15,600.00 87,360.00 - 6.700 OH Pekerja 100,000.00 - 670,000.00 20.100 OH Tukang Kayu 120,000.00 - 2,412,000.00 2.010 OH Kepala Tukang 150,000.00 - 301,500.00 0.335 OH Mandor 175,000.00 - 58,625.00

- - Memasang 1m³ konstruksi Gording, Kayu Klas II Kayu Kamfer 9,546,260.58 1,233,000.00 1.100 Kayu Klas II (Kamfer), balok 8,540,000.00 9,394,000.00 - 15.000 Kg Besi Strip 7,030.71 105,460.58 - 3.000 Kg Paku Biasa 2" - 5" 15,600.00 46,800.00 - 2.400 OH Pekerja 100,000.00 - 240,000.00 7.200 OH Tukang Kayu 120,000.00 - 864,000.00 0.720 OH Kepala Tukang 150,000.00 - 108,000.00 0.120 OH Mandor 175,000.00 - 21,000.00

Memasang 1m² Usuk Reng Genteng Lokal, Kayu Klas II Kayu Kamfer 154,204.00 24,375.00 0.014 Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm 8,540,000.00 119,560.00 - 0.0036 Reng (2x3) cm, Kayu Kamper 8,540,000.00 30,744.00 - 0.250 Kg Paku Biasa 2" - 5" 15,600.00 3,900.00 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1m² Usuk Reng Genteng Beton, Kayu Klas II Kayu Kamfer 184,948.00 24,375.00 0.014 Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm 8,540,000.00 119,560.00 - 0.0072 Reng (2x3) cm, Kayu Kamper 8,540,000.00 61,488.00 - 0.250 Kg Paku Biasa 2" - 5" 15,600.00 3,900.00 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1m² Rangka Atap Sirap, Kayu Klas II (Kayu Kamfer) 1,412,220.00 29,250.00 0.165 Kayu Klas II (Kamfer), balok 8,540,000.00 1,409,100.00 - 0.200 Kg Paku Biasa 2" - 5" 15,600.00 3,120.00 - 0.120 OH Pekerja 100,000.00 - 12,000.00 0.120 OH Tukang Kayu 120,000.00 - 14,400.00 0.012 OH Kepala Tukang 150,000.00 - 1,800.00 0.006 OH Mandor 175,000.00 - 1,050.00

m³

m³

m³

m³

m³m³

m³m³

m³

ABK

Memasang 1m² Rangka Langit-langit (50x100) cm, kayu Klas II Kayu Kamfer 134,636.00 68,625.00 0.0154 Kayu Klas II (Kamfer), balok 8,540,000.00 131,516.00 - 0.200 Kg Paku Biasa 2" - 5" 15,600.00 3,120.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.300 OH Tukang Kayu 120,000.00 - 36,000.00 0.030 OH Kepala Tukang 150,000.00 - 4,500.00 0.075 OH Mandor 175,000.00 - 13,125.00

- - Memasang 1m² Rangka Langit-langit (60x60) cm, kayu Klas II atau III Kayu Kamfer 143,102.00 62,250.00 0.0163 Kayu Klas II (Kamfer), balok 8,540,000.00 139,202.00 - 0.250 Kg Paku Biasa 2" - 5" 15,600.00 3,900.00 - 0.200 OH Pekerja 100,000.00 - 20,000.00 0.300 OH Tukang Kayu 120,000.00 - 36,000.00 0.030 OH Kepala Tukang 150,000.00 - 4,500.00 0.010 OH Mandor 175,000.00 - 1,750.00

- - 201,056.25 37,875.00

0.0108 Kayu klas I (Jati), papan 18,471,875.00 199,496.25 - 0.100 Kg Paku Biasa 2" - 5" 15,600.00 1,560.00 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.200 OH Tukang Kayu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1m¹ Listplank Uk. (3x30)cm Kayu klas I atau klas II Kayu Kamfer 98,075.00 37,875.00 0.011 Kayu klas II (Kamfer), papan 8,845,000.00 97,295.00 - 0.050 Kg Paku Biasa 2" - 5" 15,600.00 780.00 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.200 OH Tukang Kayu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1m² Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III Kayu Kamfer 241,460.00 77,150.00 0.028 Kayu klas II (Kamfer), balok 8,540,000.00 239,120.00 - 0.150 Kg Paku Biasa 2" - 5" 15,600.00 2,340.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.450 OH Tukang Kayu 120,000.00 - 54,000.00 0.045 OH Kepala Tukang 150,000.00 - 6,750.00 0.008 OH Mandor 175,000.00 - 1,400.00

Memasang 1m² Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II Kayu Kamfer 307,744.76 77,150.00 0.028 Kayu klas II (Kamfer), balok 8,540,000.00 239,120.00 - 0.150 Kg Paku Biasa 2" - 5" 15,600.00 2,340.00 - 0.860 Lbr Teakwood 120 x 240 cm tebal 4mm 67,527.00 58,073.22 - 0.560 Ltr Lem Kayu 14,663.46 8,211.54 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.450 OH Tukang Kayu 120,000.00 - 54,000.00 0.045 OH Kepala Tukang 150,000.00 - 6,750.00 0.008 OH Mandor 175,000.00 - 1,400.00

Memasang 1m² Dinding Lambriziring dari Papan klas I (Kayu Jati) 133,478.50 308,250.00 0.007 Kayu klas I (Jati), papan 18,471,875.00 129,303.13 - 0.100 Kg Paku Biasa 2" - 5" 15,600.00 1,560.00 - 0.150 Kg Paku Sekrup 3,5" 17,435.83 2,615.37 - 0.600 OH Pekerja 100,000.00 - 60,000.00 1.800 OH Tukang Kayu 120,000.00 - 216,000.00 0.180 OH Kepala Tukang 150,000.00 - 27,000.00 0.030 OH Mandor 175,000.00 - 5,250.00

Memasang 1m² Dinding Lambriziring dari Plywood ukuran (120x240) cm 27,843.01 12,852.50 0.400 Lbr Plywood (120 X 240) cm x 4mm 67,527.00 27,010.80 - 0.050 Kg Paku Biasa 1/2" - 1" 16,644.29 832.21 - 0.025 OH Pekerja 100,000.00 - 2,500.00 0.075 OH Tukang Kayu 120,000.00 - 9,000.00 0.008 OH Kepala Tukang 150,000.00 - 1,125.00 0.001 OH Mandor 175,000.00 - 227.50

Memasang 1m² Dinding Bilik, Rangka Kayu Klas III (Kayu Meranti) 112,688.97 17,625.00 1.500 Bilik Bambu 30,000.00 45,000.00 - 0.014 Kayu Klas III (Meranti) 4,819,000.00 67,466.00 - 0.012 Kg Paku Biasa 1/2" - 1" 16,644.29 199.73 -

m³

m³

Memasang 1m¹ Listplank Uk. (3x20)cm Kayu klas I (Kayu Jati)m³

m³

m³

m³

m³

m²m³

ABK

0.003 m' List Kayu 2/4 7,747.00 23.24 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.050 OH Tukang Kayu 120,000.00 - 6,000.00 0.005 OH Kepala Tukang 150,000.00 - 750.00 0.005 OH Mandor 175,000.00 875.00

VIII 03-3436-1994 PEKERJAAN PENUTUP ATAP

24,918.50 26,600.00 25 Buah Genteng Plentong 996.74 24,918.50 -


- - Memasang 1 m² Atap Genteng Kodok / Glasur 148,687.50 26,600.00 25 Buah Genteng Kodok / Glasur 5,947.50 148,687.50 -


- - Memasang 1 m² Atap Genteng Plentong Super / Besar 15,189.00 24,500.00 12 Buah Genteng Plentong Super / Besar 1,265.75 15,189.00 -

0.15 OH Pekerja 100,000.00 - 15,000.00 0.06 OH Tukang Kayu 120,000.00 - 7,200.00

0.006 OH Kepala Tukang 150,000.00 - 900.00 0.008 OH Mandor 175,000.00 - 1,400.00

- - Memasang 1 m Genteng Bubung Plentong 44,574.17 67,350.00 5 Buah Genteng Bubung Plentong 3,954.83 19,774.17 - 8 Kg Portland Semen (PC) 1,700.00 13,600.00 - 0.032 m3 Pasir Pasang (PP) 350,000.00 11,200.00 -


0.02 OH Kepala Tukang 150,000.00 - 3,000.00 0.002 OH Mandor 175,000.00 - 350.00

Memasang 1 m Genteng Bubung Kodok / Glasur 53,546.25 67,350.00 5 Buah Genteng Bubung Kodok / Glasur 5,749.25 28,746.25 - 8 Kg Portland Semen 1,700.00 13,600.00 - 0.032 m3 Pasir Pasang (PP) 350,000.00 11,200.00 -



Memasang 1 m Genteng Bubung Plentong Besar 47,797.00 67,350.00 4 Buah Genteng Bubung Plentong Besar 5,749.25 22,997.00 - 8 Kg Portland Cement 1,700.00 13,600.00 - 0.032 m3 Pasir Pasang 350,000.00 11,200.00 -



Memasang 1 m² Atap Asbes Gelombang ( 240 cm X 108 cm X 0,5 cm) 59,087.04 25,600.00 0.6 Lbr Asbes Gelombang 240 cm X 108 cm X 0, 93,330.00 55,998.00 - 0.12 Kg Paku Payung 25,742.00 3,089.04 - 0.14 OH Pekerja 100,000.00 - 14,000.00 0.075 OH Tukang Kayu 120,000.00 - 9,000.00 0.008 OH Kepala Tukang 150,000.00 - 1,200.00 0.008 OH Mandor 175,000.00 - 1,400.00

- - Memasang 1 m² Atap Asbes Gelombang ( 210 cm X 108 cm X 0,5 cm ) 52,499.04 24,675.00 0.6 Lbr Asbes Gelombang ( 210 cm X 108 cm X 0, 82,350.00 49,410.00 - 0.12 Kg Paku Payung 25,742.00 3,089.04 - 0.14 OH Pekerja 100,000.00 - 14,000.00 0.07 OH Tukang Kayu 120,000.00 - 8,400.00 0.007 OH Kepala Tukang 150,000.00 - 1,050.00 0.007 OH Mandor 175,000.00 - 1,225.00

- -

Memasang 1 m² Atap Genteng Plentong Kecil

ABK

Memasang 1 m² Atap Asbes Gelombang ( 300 cm X 105 cm X 4 mm ) 31,057.54 24,675.00 0.35 Lbr Asbes Gelombang 300 cm X 105 cm X 4 79,910.00 27,968.50 - 0.12 Kg Paku Payung 25,742.00 3,089.04 - 0.14 OH Pekerja 100,000.00 - 14,000.00 0.07 OH Tukang Kayu 120,000.00 - 8,400.00 0.007 OH Kepala Tukang 150,000.00 - 1,050.00 0.007 OH Mandor 175,000.00 - 1,225.00

Memasang 1 m² Atap Asbes Gelombang ( 210 cm X 105 cm X 4 mm ) 28,568.13 24,315.00 0.51 Lbr Asbes Gelombang 210 cm X 105 cm X 4 49,959.00 25,479.09 - 0.12 Kg Paku Payung 25,742.00 3,089.04 - 0.14 OH Pekerja 100,000.00 - 14,000.00 0.067 OH Tukang Kayu 120,000.00 - 8,040.00 0.007 OH Kepala Tukang 150,000.00 - 1,050.00 0.007 OH Mandor 175,000.00 - 1,225.00

Memasang 1 m² Atap Genteng Beton 48,109.00 35,250.00 11 Lbr Genteng Beton Standar 4,331.00 47,641.00 - 0.03 Kg Paku Biasa 2" - 5" 15,600.00 468.00 - 0.2 OH Pekerja 100,000.00 - 20,000.00 0.1 OH Tukang Kayu 120,000.00 - 12,000.00 0.01 OH Kepala Tukang 150,000.00 - 1,500.00 0.01 OH Mandor 175,000.00 - 1,750.00

Memasang 1 m² Atap Sirap 291,553.86 51,750.00 60 Lbr Genteng Sirap 4,803.75 288,225.00 - 0.2 Kg Paku Biasa 1/2" - 1" 16,644.29 3,328.86 - 0.166 OH Pekerja 100,000.00 - 16,600.00 0.25 OH Tukang Kayu 120,000.00 - 30,000.00 0.025 OH Kepala Tukang 150,000.00 - 3,750.00 0.008 OH Mandor 175,000.00 - 1,400.00

Memasang 1 m Nok Genteng Beton 60,079.43 70,500.00 3.5 Buah Nok Genteng Beton 4,925.55 17,239.43 - 0.05 Kg Paku Biasa 2" - 5" 15,600.00 780.00 - 10.8 Kg Portland Semen 1,700.00 18,360.00 - 0.032 m3 Pasir Pasang 350,000.00 11,200.00 - 1 Kg Semen Warna 12,500.00 12,500.00 - 0.4 OH Pekerja 100,000.00 - 40,000.00 0.2 OH Tukang Kayu 120,000.00 - 24,000.00 0.02 OH Kepala Tukang 150,000.00 - 3,000.00 0.02 OH Mandor 175,000.00 - 3,500.00

Memasang 1 m Nok Sirap 57,354.66 47,300.00 0.4 Lbr Seng Plaat 3" x 6" BJLS 28 32,940.00 13,176.00 - 0.06 Kg Paku Biasa 1/2" - 1" 16,644.29 998.66 - 0.5 Kg Paku Biasa 2" - 5" 15,600.00 7,800.00 - 0.004 m3 Kayu Kamfer Papan Tebal 3 cm 8,845,000.00 35,380.00 - 0.125 OH Pekerja 100,000.00 - 12,500.00 0.25 OH Tukang Kayu 120,000.00 - 30,000.00 0.025 OH Kepala Tukang 150,000.00 3,750.00 0.006 OH Mandor 175,000.00 1,050.00

Memasang 1 m² Atap Seng Gelombang 23,390.89 21,150.00 0.7 Lbr Seng Gelombang 3" x 6" BJLS 28 32,940.00 23,058.00 - 0.02 Kg Paku Biasa 1/2" - 1" 16,644.29 332.89 - 0.12 OH Pekerja 100,000.00 - 12,000.00 0.06 OH Tukang Kayu 120,000.00 - 7,200.00 0.006 OH Kepala Tukang 150,000.00 - 900.00 0.006 OH Mandor 175,000.00 - 1,050.00

Memasang 1 m Atap Nok Seng 10,547.77 25,650.00 0.3 Lbr Seng Plaat 3" x 6" BJLS 28 32,940.00 9,882.00 - 0.04 Kg Paku Biasa 1/2" - 1" 16,644.29 665.77 - 0.15 OH Pekerja 100,000.00 - 15,000.00 0.07 OH Tukang Kayu 120,000.00 - 8,400.00 0.008 OH Kepala Tukang 150,000.00 - 1,200.00 0.006 OH Mandor 175,000.00 - 1,050.00

Memasang 1 m² Allumunium Foil / Sisalation 44,835.00 23,150.00 1.05 m2 Sisalation / Allumunium Foil 42,700.00 44,835.00 - 0.15 OH Pekerja 100,000.00 - 15,000.00

ABK

0.05 OH Tukang Kayu 120,000.00 - 6,000.00 0.005 OH Kepala Tukang 150,000.00 - 750.00 0.008 OH Mandor 175,000.00 - 1,400.00

- - IX 2839:2008 PEKERJAAN LANGIT - LANGIT

Memasang 1 m² Langit-langit Asbes Semen Tebal 5 mm 28,583.29 13,150.00 1.100 Lbr Asbes Semen (100 cm X 100 cm X 5 mm) 25,833.50 28,416.85 - 0.010 Kg Paku Tripleks 16,644.29 166.44 - 0.030 OH Pekerja 100,000.00 - 3,000.00 0.070 OH Tukang Kayu 120,000.00 - 8,400.00 0.007 OH Kepala Tukang 150,000.00 - 1,050.00 0.004 OH Mandor 175,000.00 - 700.00

Memasang 1 m² Langit-langit Asbes Semen, tebal 6 mm 36,064.94 13,150.00 1.100 Lbr Asbes Semen (100 cm X 100 cm X 6 mm) 32,635.00 35,898.50 - 0.010 Kg Paku Tripleks 16,644.29 166.44 - 0.030 OH Pekerja 100,000.00 - 3,000.00 0.070 OH Tukang Kayu 120,000.00 - 8,400.00 0.007 OH Kepala Tukang 150,000.00 - 1,050.00 0.004 OH Mandor 175,000.00 - 700.00

Memasang 1 m² Langit-langit Akustik Ukuran (30x30) cm 165,532.21 29,250.00 12.000 Lbr Akustik (30 x 30) cm 13,725.00 164,700.00 - 0.050 Kg Paku Tripleks 16,644.29 832.21 - 0.120 OH Pekerja 100,000.00 - 12,000.00 0.120 OH Tukang Kayu 120,000.00 - 14,400.00 0.012 OH Kepala Tukang 150,000.00 - 1,800.00 0.006 OH Mandor 175,000.00 - 1,050.00

Memasang 1 m² Langit-langit Akustik Ukuran (30x60) cm 93,409.88 24,375.00 5.800 Lbr Akustik (30x60) cm 15,961.67 92,577.67 - 0.050 Kg Paku Tripleks 16,644.29 832.21 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1 m² Langit-langit Akustik Ukuran (60x120) cm 35,144.71 24,375.00 1.500 Lbr Akustik ( 60 x 120) cm 22,875.00 34,312.50 - 0.050 Kg Paku Tripleks 16,644.29 832.21 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1 m² Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm 19,880.69 24,375.00 0.375 Lbr Tripleks 120 x 240 tebal 3 mm 51,683.64 19,381.36 - 0.030 Kg Paku Tripleks 16,644.29 499.33 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1 m² Langit-langit Tripleks Uk (120x240) cm,Tebal 4 mm 25,821.95 24,375.00 0.375 Lbr Tripleks 120 x 240 tebal 4 mm 67,527.00 25,322.63 - 0.030 Kg Paku Tripleks 16,644.29 499.33 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1 m² Langit-langit Tripleks Uk (120x240) cm, Tebal 6 mm 30,770.58 24,375.00 0.375 Lbr Tripleks 120 x 240 tebal 6 mm 80,723.33 30,271.25 - 0.030 Kg Paku Tripleks 16,644.29 499.33 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1 m² Langit-langit Lambriziring Kayu, tebal 9 mm 277,244.57 195,000.00 0.015 m3 Kayu papan (Jati) 18,471,875.00 277,078.13 -

ABK

0.010 Kg Paku Biasa 1/2" - 1" 16,644.29 166.44 - 0.800 OH Pekerja 100,000.00 - 80,000.00 0.800 OH Tukang Kayu 120,000.00 - 96,000.00 0.080 OH Kepala Tukang 150,000.00 - 12,000.00 0.040 OH Mandor 175,000.00 - 7,000.00

Memasang 1 m² Langit-langit Gypsum Board, Ukuran (1200x24000x9) mm 28,858.80 17,625.00 0.364 Lbr Gypsum Board 74,013.33 26,940.85 - 0.110 Kg Paku Sekrup 17,435.83 1,917.94 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.050 OH Tukang Kayu 120,000.00 - 6,000.00 0.005 OH Kepala Tukang 150,000.00 - 750.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1 m² Langit-langit Akustik Uk (60x120) cm + Rangka Allumunium 521,569.25 121,875.00 3.600 m' Profil Allumunium "T" 126,000.00 453,600.00 - 0.150 kg Kawat Ø 4 mm 32,228.33 4,834.25 - 1.050 bh Ramset 27,450.00 28,822.50 - 1.500 lbr Akuatik 60 x 120 cm 22,875.00 34,312.50 - 0.500 OH Pekerja 100,000.00 - 50,000.00 0.500 OH Tukang Kayu 120,000.00 - 60,000.00 0.050 OH Kepala Tukang 150,000.00 - 7,500.00 0.025 OH Mandor 175,000.00 - 4,375.00

8,300.79 12,275.00 1.050 m1 List Kayu Profil 7,747.00 8,134.35 - 0.010 Kg Paku 16,644.29 166.44 - 0.050 OH Pekerja 100,000.00 - 5,000.00 0.050 OH Tukang Kayu 120,000.00 - 6,000.00 0.005 OH Kepala Tukang 150,000.00 - 750.00 0.003 OH Mandor 175,000.00 - 525.00

X RSNI T-15-2002 PEKERJAAN PIPA DAN SANITER

Memasang 1 Buah Closet Duduk / Mono Blok 564,893.27 490,150.00 1.000 Buah Closet Duduk / Monoblok 532,918.18 532,918.18 - 0.060 Kelengkapan 6% dari harga Kloset 532,918.18 31,975.09 - 3.300 OH Pekerja 100,000.00 - 330,000.00 1.100 OH Tukang Batu 120,000.00 - 132,000.00 0.001 OH Kepala Tukang 150,000.00 - 150.00 0.160 OH Mandor 175,000.00 - 28,000.00

Memasang 1 Buah Closet Jongkok Porselen 128,583.33 533,000.00 1.000 Buah Kloset Jongkok Poselen 114,883.33 114,883.33 - 6.000 Kg Portland Cement (PC) 1,700.00 10,200.00 - 0.010 m3 Pasir Pasang (PP) 350,000.00 3,500.00 - 1.000 OH Pekerja 100,000.00 - 100,000.00 1.500 OH Tukang Batu 120,000.00 - 180,000.00 1.500 OH Kepala Tukang 150,000.00 - 225,000.00 0.160 OH Mandor 175,000.00 - 28,000.00

Memasang 1 Buah Urinoir 407,556.67 252,500.00 1.000 Buah Urinoir 302,966.67 302,966.67 - 0.300 - Perlengkapan 30% Harga Urinoir 302,966.67 90,890.00 - 6.000 Kg Portland Cement (PC) 1,700.00 10,200.00 - 0.010 m3 Pasir Pasang (PP) 350,000.00 3,500.00 - 1.000 OH Pekerja 100,000.00 - 100,000.00 1.000 OH Tukang Batu 120,000.00 - 120,000.00 0.100 OH Kepala Tukang 150,000.00 15,000.00 0.100 OH Mandor 175,000.00 17,500.00

Memasang 1 Buah Wastafel 360,637.50 177,400.00 1.000 Buah Wastafel 266,875.00 266,875.00 - 0.300 - Perlengkapan 30% Harga Wastafel 266,875.00 80,062.50 - 6.000 Kg Portland Cement (PC) 1,700.00 10,200.00 - 0.010 m3 Pasir Pasang (PP) 350,000.00 3,500.00 - 1.200 OH Pekerja 100,000.00 - 120,000.00 0.145 OH Tukang Batu 120,000.00 - 17,400.00 0.150 OH Kepala Tukang 150,000.00 22,500.00 0.100 OH Mandor 175,000.00 17,500.00

Memasang 1 Unit Bak Mandi Batu Bata Volume 0,30 m3 1,238,775.76 1,057,500.00 0.400 m3 Batu Bata 1,575,000.00 630,000.00 -

Memasang 1 m¹ List Langit-Langit Kayu Profil

ABK

120.000 Kg Portland Cement (PC) 1,700.00 204,000.00 - 0.300 m3 Pasir Pasang (PP) 350,000.00 105,000.00 - 360.000 buah Porselen 11 x 11 cm 624.38 224,775.76 - 6.000 Kg Semen Nat 12,500.00 75,000.00 - 6.000 OH Pekerja 100,000.00 - 600,000.00 3.000 OH Tukang Batu 120,000.00 360,000.00 0.300 OH Kepala Tukang 150,000.00 45,000.00 0.300 OH Mandor 175,000.00 52,500.00

Memasang 1 m Pipa Beton, Ø 20 cm - 100 cm 122,479.00 24,675.00 1.100 Buah Pipa Beton 42,700.00 46,970.00 - 0.027 m3 Batu Bata 1,575,000.00 42,525.00 - 3.920 Kg Portland Cement (PC) 1,700.00 6,664.00 - 0.056 m3 Pasir Pasang (PP) 350,000.00 19,600.00 - 0.024 m3 Pasir Urug 280,000.00 6,720.00 - 0.140 OH Pekerja 100,000.00 - 14,000.00 0.070 OH Tukang Batu 120,000.00 8,400.00 0.007 OH Kepala Tukang 150,000.00 1,050.00 0.007 OH Mandor 175,000.00 1,225.00

Memasang 1m Pipa Beton, Ø 30 cm - 100 cm 989,293.33 66,975.00 1.100 Buah Pipa Beton 58,966.67 64,863.33 - 0.550 m3 Batu Bata 1,575,000.00 866,250.00 - 10.300 Kg Portland Cement (PC) 1,700.00 17,510.00 - 0.061 m3 Pasir Pasang (PP) 350,000.00 21,350.00 - 0.069 m3 Pasir Urug 280,000.00 19,320.00 - 0.380 OH Pekerja 100,000.00 - 38,000.00 0.190 OH Tukang Batu 120,000.00 22,800.00 0.019 OH Kepala Tukang 150,000.00 2,850.00 0.019 OH Mandor 175,000.00 3,325.00

Memasang 1 m Pipa Medium A Galvanis DN ½" 26,420.24 22,275.00 1.200 m' Pipa Medium A Galvanis DN ½" 19,977.50 23,973.00 - 0.350 Perlengkapan 35% Harga Pipa 6,992.13 2,447.24 - 0.054 OH Pekerja 100,000.00 - 5,400.00 0.090 OH Tukang Ledeng 120,000.00 - 10,800.00 0.009 OH Kepala Tukang 150,000.00 - 1,350.00 0.027 OH Mandor 175,000.00 - 4,725.00

Memasang 1 m Pipa Medium A Galvanis DN 25 ( ¾" ) 33,882.45 22,275.00 1.200 m' Pipa Medium A Galvanis DN 25 ( ¾" ) 25,620.00 30,744.00 - 0.350 Perlengkapan 35% Harga Pipa 8,967.00 3,138.45 - 0.054 OH Pekerja 100,000.00 - 5,400.00 0.090 OH Tukang Ledeng 120,000.00 - 10,800.00 0.009 OH Kepala Tukang 150,000.00 - 1,350.00 0.027 OH Mandor 175,000.00 - 4,725.00

Memasang 1 m Pipa Medium A Galvanis DN 32 ( 1" ) 54,386.71 30,172.50 1.200 m' Pipa Medium A Galvanis DN 32 ( 1" ) 41,124.17 49,349.00 - 0.350 Perlengkapan 35% Harga Pipa 14,393.46 5,037.71 - 0.054 OH Pekerja 100,000.00 - 5,400.00 0.090 OH Tukang Ledeng 120,000.00 - 10,800.00 0.090 OH Kepala Tukang 150,000.00 - 13,500.00 0.0027 OH Mandor 175,000.00 - 472.50

Memasang 1 m Pipa Medium A Galvanis DN 50 ( 1½" ) 81,008.64 36,045.00 1.200 m' Pipa Medium A Galvanis DN 50 ( 1½" ) 61,254.17 73,505.00 - 0.350 Perlengkapan 35% Harga Pipa 21,438.96 7,503.64 - 0.108 OH Pekerja 100,000.00 - 10,800.00 0.180 OH Tukang Ledeng 120,000.00 - 21,600.00 0.018 OH Kepala Tukang 150,000.00 - 2,700.00 0.0054 OH Mandor 175,000.00 - 945.00

Memasang 1 m Pipa Medium A Galvanis DN 90 ( 3" ) 174,790.42 36,045.00 1.200 Pipa Medium A Galvanis DN 90 ( 3" ) 132,166.67 158,600.00 - 0.350 Perlengkapan 35% Harga Pipa 46,258.33 16,190.42 - 0.108 OH Pekerja 100,000.00 - 10,800.00 0.180 OH Tukang Ledeng 120,000.00 - 21,600.00 0.018 OH Kepala Tukang 150,000.00 - 2,700.00 0.0054 OH Mandor 175,000.00 - 945.00

m³

ABK

255,462.92 45,065.00 1.200 m' Pipa Medium A Galvanis DN 110 ( 4" ) 193,166.67 231,800.00 - 0.350 Perlengkapan 35% Harga Pipa 67,608.33 23,662.92 - 0.135 OH Pekerja 100,000.00 - 13,500.00 0.225 OH Tukang Ledeng 120,000.00 - 27,000.00 0.0225 OH Kepala Tukang 150,000.00 - 3,375.00 0.0068 OH Mandor 175,000.00 - 1,190.00

Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S10(10 bar) Ø 1/2" 4,689.68 12,015.00 1.200 m' PVC Pipa PVC SNI 06-0084-2002 Ø 1/2" 3,025.60 3,630.72 - 0.350 Perlengkapan 35% Harga Pipa 3,025.60 1,058.96 - 0.036 OH Pekerja 100,000.00 - 3,600.00 0.060 OH Tukang Ledeng 120,000.00 - 7,200.00 0.006 OH Kepala Tukang 150,000.00 - 900.00 0.0018 OH Mandor 175,000.00 - 315.00

Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S10(10 bar) Ø 3/4" 6,902.15 12,015.00 1.200 m' PVC Pipa PVC SNI 06-0084-2002 Ø ¾" 4,453.00 5,343.60 - 0.350 Perlengkapan 35% Harga Pipa 4,453.00 1,558.55 - 0.036 OH Pekerja 100,000.00 - 3,600.00 0.060 OH Tukang Ledeng 120,000.00 - 7,200.00 0.006 OH Kepala Tukang 150,000.00 - 900.00 0.0018 OH Mandor 175,000.00 - 315.00

Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S10(10 bar) Ø 1" 11,762.02 12,015.00 1.200 m' Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar) 7,588.40 9,106.08 - 0.350 Perlengkapan 35% Harga Pipa 7,588.40 2,655.94 - 0.036 OH Pekerja 100,000.00 - 3,600.00 0.060 OH Tukang Ledeng 120,000.00 - 7,200.00 0.006 OH Kepala Tukang 150,000.00 - 900.00 0.0018 OH Mandor 175,000.00 - 315.00

Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar) Ø 2" 35,737.92 18,022.50 1.200 m' Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar) 27,023.00 32,427.60 - 0.350 Perlengkapan 35% Harga Pipa 9,458.05 3,310.32 - 0.054 OH Pekerja 100,000.00 - 5,400.00 0.090 OH Tukang Ledeng 120,000.00 - 10,800.00 0.009 OH Kepala Tukang 150,000.00 - 1,350.00 0.0027 OH Mandor 175,000.00 - 472.50

Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar) Ø 3" 84,924.81 45,267.50 1.200 m' Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar) 54,790.20 65,748.24 - 0.350 Perlengkapan 35% Harga Pipa 54,790.20 19,176.57 - 0.081 OH Pekerja 100,000.00 - 8,100.00 0.135 OH Tukang Ledeng 120,000.00 - 16,200.00 0.135 OH Kepala Tukang 150,000.00 - 20,250.00 0.0041 OH Mandor 175,000.00 - 717.50

Memasang 1 m1 Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar) Ø 4" 127,547.95 45,267.50 1.200 m' Pipa PVC SNI 06-0084-2002 SCJ S12,5(10 bar 82,289.00 98,746.80 - 0.350 Perlengkapan 35% Harga Pipa 82,289.00 28,801.15 - 0.081 OH Pekerja 100,000.00 - 8,100.00 0.135 OH Tukang Ledeng 120,000.00 - 16,200.00 0.135 OH Kepala Tukang 150,000.00 - 20,250.00 0.0041 OH Mandor 175,000.00 - 717.50

Memasang 1 buah Bak Cuci Piring Stainles Steel 498,844.44 40,500.00 1.000 Buah Bak Cuci Stainles Steel 249,422.22 249,422.22 - 1.000 Set Water Drain & assesories 249,422.22 249,422.22 - 0.300 OH Tukang Ledeng 120,000.00 - 36,000.00 0.030 OH Kepala Tukang 150,000.00 - 4,500.00

Memasang 1 buah Kran Ø ¾" atau ½" 15,813.61 13,500.00 1.000 Buah Kran Air 15,707.50 15,707.50 - 0.025 Set Seal Tape 4,244.58 106.11 - 0.100 OH Tukang Ledeng 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00

1 Buah Memasang 1 buah Floor Drain 9,353.33 6,700.00 1.000 Buah Floor Drain 9,353.33 9,353.33 -

Memasang 1 m Pipa Medium A Galvanis DN 110 ( 4" )

F1920

User:

ABK

0.100 OH Tukang Batu 52,000.00 - 5,200.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00

- - XI 7393:2008 PEKERJAAN BESI & ALLUMUNIUM

Memasang 1 kg Besi Profil 15,193.99 14,625.00 1.150 Kg Besi Profil 12,078.00 13,889.70 - 0.060 Kg Meni Besi 21,738.18 1,304.29 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.060 OH Tukang Besi 120,000.00 - 7,200.00 0.006 OH Kepala Tukang 150,000.00 - 900.00 0.003 OH Mandor 175,000.00 - 525.00

Memasang 1 kg Rangka Kuda-kuda Baja IWF 13,889.70 14,625.00 1.150 kg Baja Konstruksi (Baja IWF) 12,078.00 13,889.70 - 0.060 OH Pekerja 100,000.00 - 6,000.00 0.060 OH Tukang Besi 120,000.00 - 7,200.00 0.006 OH Kepala Tukang 150,000.00 - 900.00 0.003 OH Mandor 175,000.00 - 525.00

Mengerjakan 100 kg Pekerjaan Perakitan 9,380.00 103,060.00 1.000 ltr Solar 4,500.00 4,500.00 - 0.100 ltr Minyak Pelumas 48,800.00 4,880.00 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Besi 120,000.00 - 12,000.00 0.001 OH Kepala Tukang 150,000.00 - 150.00 0.005 OH Mandor 175,000.00 - 910.00 0.800 Jam Sewa Alat 100,000.00 - 80,000.00

Membuat 1 m² Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku 355,214.33 255,850.00 15.000 Kg Besi Siku L.30.30.3 8,207.15 123,107.20 - 32.800 Kg Besi Plat Baja 7,030.71 230,607.13 - 0.050 Kg Kawat Las 30,000.00 1,500.00 - 1.050 OH Pekerja 100,000.00 - 105,000.00 1.050 OH Tukang Besi 120,000.00 - 126,000.00 0.105 OH Kepala Tukang 150,000.00 - 15,750.00 0.052 OH Mandor 175,000.00 - 9,100.00

Mengerjakan 10 cm Pengelasan dengan Las Listrik 15,302.00 24,050.00 0.400 kg Kawat Las 30,000.00 12,000.00 - 0.300 ltr Solar 4,500.00 1,350.00 - 0.040 ltr Minyak Pelumas 48,800.00 1,952.00 - 0.040 OH Pekerja 100,000.00 - 4,000.00 0.020 OH Tukang Besi 120,000.00 - 2,400.00 0.002 OH Kepala Tukang 150,000.00 - 300.00 0.002 OH Mandor 175,000.00 - 350.00 0.170 Jam Sewa Alat 100,000.00 - 17,000.00

Memasang 1 m² Pintu Rolling Door Besi 718,000.00 283,050.00 1.000 m2 Pintu Gulung (Rolling Door) Besi 718,000.00 718,000.00 - 1.200 OH Pekerja 100,000.00 - 120,000.00 1.200 OH Tukang Besi 120,000.00 - 144,000.00 0.120 OH Kepala Tukang 150,000.00 - 18,000.00 0.006 OH Mandor 175,000.00 - 1,050.00

Memasang 1 m² Sunscreen Allumunium 779,000.00 116,700.00 1.000 m2 Sunscreen Allumunium 779,000.00 779,000.00 - 0.080 OH Pekerja 100,000.00 - 8,000.00 0.800 OH Tukang Besi 120,000.00 - 96,000.00 0.080 OH Kepala Tukang 150,000.00 - 12,000.00 0.004 OH Mandor 175,000.00 - 700.00

Memasang 1 m² Rolling Door Allumunium 820,000.00 243,750.00 1.000 m2 Rolling Door Allumunium 820,000.00 820,000.00 - 1.000 OH Pekerja 100,000.00 - 100,000.00 1.000 OH Tukang Besi 120,000.00 - 120,000.00 0.100 OH Kepala Tukang 150,000.00 - 15,000.00 0.050 OH Mandor 175,000.00 - 8,750.00

Memasang 1 m Kusen Pintu Allumunium 114,043.57 10,472.50 1.100 m' Profil Allumunium (Kusen Alumunium 4") 100,345.00 110,379.50 -

ABK

2.000 buah Skrup Fixer 1,423.33 2,846.67 - 0.060 Tube Sealant 13,623.33 817.40 - 0.043 OH Pekerja 100,000.00 - 4,300.00 0.043 OH Tukang Besi 120,000.00 - 5,160.00 0.0043 OH Kepala Tukang 150,000.00 - 645.00 0.0021 OH Mandor 175,000.00 - 367.50

Memasang 1 m² Pintu Allumunium Strip Lebar 8 cm 660,518.00 20,710.00 4.400 m' Profil Allumunium (Kusen Alumunium 4") 100,345.00 441,518.00 - 14.600 m' Allumunium Strip 15,000.00 219,000.00 - 0.085 OH Pekerja 100,000.00 - 8,500.00 0.085 OH Tukang Besi 120,000.00 - 10,200.00 0.009 OH Kepala Tukang 150,000.00 - 1,275.00 0.004 OH Mandor 175,000.00 - 735.00

Memasang 1 m² Pintu Kaca Rangka Allumunium 116,928.30 20,600.00 4.400 m' Allumunium Strip 15,000.00 66,000.00 - 4.500 m' Profil Kaca 10,500.00 47,250.00 - 0.270 tube Sealant 13,623.33 3,678.30 - 0.085 OH Pekerja 100,000.00 - 8,500.00 0.085 OH Tukang Besi 120,000.00 - 10,200.00 0.008 OH Kepala Tukang 150,000.00 - 1,200.00 0.004 OH Mandor 175,000.00 - 700.00

Memasang 1 m² Venetions Blinds & Vertical Blinds 226,000.00 85,400.00 1.000 m2 Venetions Blinds atau Vertical Blinds (tirai) 226,000.00 226,000.00 - 0.350 OH Pekerja 100,000.00 - 35,000.00 0.350 OH Tukang Besi 120,000.00 - 42,000.00 0.035 OH Kepala Tukang 150,000.00 - 5,250.00 0.018 OH Mandor 175,000.00 - 3,150.00

Memasang 1 m² Terali Besi Strip (2x3) cm 108,556.07 406,975.00 6.177 kg Besi Strip 2x3 7,030.71 43,428.67 - 27.080 cm Pengelasan 2,405.00 65,127.40 - 1.670 OH Pekerja 100,000.00 - 167,000.00 1.670 OH Tukang Las 120,000.00 - 200,400.00 0.167 OH Kepala Tukang 150,000.00 - 25,050.00 0.083 OH Mandor 175,000.00 - 14,525.00

Memasang 1 m² Kawat Nyamuk 77,282.87 24,375.00 1.100 m2 Kawat Nyamuk nylon 34,998.75 38,498.63 - 11.110 cm Pengelasan 2,405.00 26,719.55 - 1.716 kg Baja Strip (0,2x2) cm 7,030.71 12,064.69 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00 0.005 OH Mandor 175,000.00 - 875.00

Memasang 1 m² Jendela Nako & Tralis 244,374.27 47,175.00 1.100 m2 Jendela Nako 18,910.00 20,801.00 - 10.000 buah Paku Skrup 1 - 2,5 cm 17,435.83 174,358.33 - 7.000 m' Besi Strip 7,030.71 49,214.94 - 0.200 OH Pekerja 100,000.00 - 20,000.00 0.200 OH Tukang Kayu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00 0.001 OH Mandor 175,000.00 - 175.00

Memasang 1 m¹ Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm 185,667.92 73,500.00 1.050 Lbr Seng Plaat 32,940.00 34,587.00 - 0.015 Kg Paku Biasa 1 - 2,5 cm 16,644.29 249.66 - 0.019 m3 Kayu Papan Kruing 7,938,486.90 150,831.25 - 0.200 OH Pekerja 100,000.00 - 20,000.00 0.400 OH Tukang Kayu 120,000.00 - 48,000.00 0.025 OH Kepala Tukang 150,000.00 - 3,750.00 0.010 OH Mandor 175,000.00 - 1,750.00

Memasang 1 m¹ Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm 50,865.30 56,900.00 1.050 Lbr Seng Plaat 44,936.67 47,183.50 - 0.010 Kg Paku Biasa 1 - 2,5 cm 16,644.29 166.44 - 0.500 Kg Besi strip 7,030.71 3,515.35 - 0.150 OH Pekerja 100,000.00 - 15,000.00

ABK

0.300 OH Tukang Kayu 120,000.00 - 36,000.00 0.030 OH Kepala Tukang 150,000.00 - 4,500.00 0.008 OH Mandor 175,000.00 - 1,400.00

Memasang 1 m PAGAR Kawat Duri ( MSC) 35,826.88 102,146.63 6.000 m Kawat Duri 3,288.58 19,731.47 - 1.089 kg Besi Siku 40.40.4 13,889.70 14,625.00 15,125.88 15,926.63 0.4000 Kg Cat Minyak pada Besi Siku 2,423.82 28,050.00 969.53 11,220.00 1.000 Ls Upah Pasang 75,000.00 - 75,000.00

XII Pt T-30-2000-C PEKERJAAN KUNCI dan KACA

Memasang 1 buah Kunci Tanam Biasa 118,950.00 67,500.00 1.000 Buah Kunci Tanam Biasa 118,950.00 118,950.00 - 0.500 OH Tukang Kayu 120,000.00 - 60,000.00 0.050 OH Kepala Tukang 150,000.00 - 7,500.00

Memasang 1 Buah Kunci Silinder 118,950.00 81,000.00 1.000 Buah Kunci Silinder 118,950.00 118,950.00 - 0.600 OH Tukang Kayu 120,000.00 - 72,000.00 0.060 OH Kepala Tukang 150,000.00 - 9,000.00

Memasang 1 buah Kunci Slot untuk Kamar Mandi atau WC 118,950.00 33,750.00 1.000 Buah Kunci Tanam Kamar Mandi 118,950.00 118,950.00 - 0.250 OH Tukang Kayu 120,000.00 - 30,000.00 0.025 OH Kepala Tukang 150,000.00 - 3,750.00

-

Memasang 1 buah Engsel Pintu 14,843.33 16,950.00 1.000 Buah Engsel pintu 14,843.33 14,843.33 - 0.125 OH Tukang Kayu 120,000.00 - 15,000.00 0.013 OH Kepala Tukang 150,000.00 - 1,950.00

-

Memasang 1 buah Engsel Angin untuk pintu 26,673.64 16,950.00 1.000 Buah Engsel Angin 26,673.64 26,673.64 - 0.125 OH Tukang Kayu 120,000.00 - 15,000.00 0.013 OH Kepala Tukang 150,000.00 - 1,950.00

-

Memasang 1 buah engsel pintu klam 6,987.27 81,500.00 1.000 Buah Engsel Jendela 6,987.27 6,987.27 - 0.250 OH Pekerja 100,000.00 - 25,000.00 0.250 OH Tukang Kayu 120,000.00 - 30,000.00 0.025 OH Kepala Tukang 150,000.00 - 3,750.00 0.130 OH Mandor 175,000.00 - 22,750.00

Memasang 1 buah engsel jendela 6,987.27 13,500.00 1.000 Buah Engsel Jendela 6,987.27 6,987.27 - 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00

Memasang 1 buah Kait Angin 7,930.00 27,000.00 1.000 Buah Kait Angin 7,930.00 7,930.00 - 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.100 OH Kepala Tukang 150,000.00 - 15,000.00

Memasang 1 buah Door Closer 32,177.50 27,000.00 1.000 Buah Door Closer 32,177.50 32,177.50 - 0.200 OH Tukang Kayu 120,000.00 - 24,000.00 0.020 OH Kepala Tukang 150,000.00 - 3,000.00

Memasang 1 buah door holder 6,786.25 13,500.00 1.000 Buah Door holder 6,786.25 6,786.25 - 0.100 OH Tukang Kayu 120,000.00 - 12,000.00 0.010 OH Kepala Tukang 150,000.00 - 1,500.00

Memasang 1 buah Door Stop 32,177.50 16,950.00 1.000 Buah Door Stop 32,177.50 32,177.50 - 0.125 OH Tukang Kayu 120,000.00 - 15,000.00 0.013 OH Kepala Tukang 150,000.00 - 1,950.00

Memasang 1 buah Rel Pintu Dorong 244,000.00 123,000.00 1.000 Buah Rel Pintu Dorong 244,000.00 244,000.00 - 0.080 OH Pekerja 100,000.00 - 8,000.00

ABK

0.800 OH Tukang Kayu 120,000.00 - 96,000.00 0.080 OH Kepala Tukang 150,000.00 12,000.00 0.040 OH Mandor 175,000.00 7,000.00

Memasang 1 buah Gerendel 6,786.25 16,750.00 1.000 Buah Grendel 6,786.25 6,786.25 - 0.100 OH Tukang Kayu 150,000.00 - 15,000.00 0.010 OH Kepala Tukang 175,000.00 - 1,750.00

67,905.20 51,600.00 1.100 m2 Kaca tebal 3 mm 61,732.00 67,905.20 - 0.160 OH Pekerja 100,000.00 - 16,000.00 0.160 OH Tukang Kayu 120,000.00 - 19,200.00 0.016 OH Kepala Tukang 150,000.00 2,400.00 0.080 OH Mandor 175,000.00 14,000.00

Memasang 1 m² Kaca tebal 5 mm 84,009.20 51,600.00 1.100 m2 Kaca tebal 5mm 76,372.00 84,009.20 - 0.160 OH Pekerja 100,000.00 - 16,000.00 0.160 OH Tukang Kayu 120,000.00 - 19,200.00 0.016 OH Kepala Tukang 150,000.00 2,400.00 0.080 OH Mandor 175,000.00 14,000.00

Memasang 1 m² Kaca Raiben (Cermin) tebal 5 mm 93,269.00 51,600.00 1.100 m2 Kaca Cermin 84,790.00 93,269.00 - 0.160 OH Pekerja 100,000.00 - 16,000.00 0.160 OH Tukang Kayu 120,000.00 - 19,200.00 0.016 OH Kepala Tukang 150,000.00 2,400.00 0.080 OH Mandor 175,000.00 14,000.00

XIV 03-3634-1994 PEKERJAAN PENGECATAN

Mengikis / Mengerok 1 m² Permukaan Cat Tembok Lama 900.00 15,437.50 0.050 Kg Soda Api 18,000.00 900.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.003 OH Mandor 175,000.00 - 437.50

Mencuci 1 m² Bidang Permukaan Tembok yang Pernah dicat 1,050.00 15,437.50 0.050 Kg Sabun 21,000.00 1,050.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.003 OH Mandor 175,000.00 - 437.50

Mengerok 1 m² Karat Cat Lama permukaan Baja dg cara manual 1,050.00 15,437.50 0.050 Kg Sabun 21,000.00 1,050.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.003 OH Mandor 175,000.00 - 437.50

Menyabun 1 m² Permukaan Tembok Lama 1,050.00 15,437.50 0.050 Kg Sabun 21,000.00 1,050.00 - 0.150 OH Pekerja 100,000.00 - 15,000.00 0.003 OH Mandor 175,000.00 - 437.50

Mendempul dan Menggosok 1 m² Kayu 2,089.40 9,837.50 0.080 Kg Dempul Jadi 19,131.82 1,530.55 - 0.020 lt Minyak Cat 11,285.00 225.70 - 0.100 lbr Amplas 3,331.54 333.15 - 0.040 OH Pekerja 100,000.00 - 4,000.00 0.040 OH Tukang Cat 120,000.00 - 4,800.00 0.004 OH Kepala Tukang 150,000.00 - 600.00 0.003 OH Mandor 175,000.00 - 437.50

Pengecatan 1 m² Bidang Lama Kayu 11,937.30 17,562.50 0.150 Kg Plamir 19,131.82 2,869.77 - 0.170 Kg Cat Dasar 21,984.40 3,737.35 - 0.170 Kg Cat Penutup 31,354.00 5,330.18 - 0.070 OH Pekerja 100,000.00 - 7,000.00 0.075 OH Tukang Cat 120,000.00 - 9,000.00 0.008 OH Kepala Tukang 150,000.00 - 1,125.00 0.003 OH Mandor 175,000.00 - 437.50

Pengecatan 1 m² Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 2 lap.Cat Penutup 19,188.70 9,417.50 0.200 Kg Cat Meni 22,147.69 4,429.54 -

Memasang 1 m² Kaca tebal 3 mm

ABK

0.150 Kg Plamir 19,131.82 2,869.77 - 0.170 Kg Cat Dasar 21,984.40 3,737.35 - 0.260 Kg Cat Penutup 2 kali 31,354.00 8,152.04 - 0.070 OH Pekerja 100,000.00 - 7,000.00 0.009 OH Tukang Cat 120,000.00 - 1,080.00 0.006 OH Kepala Tukang 150,000.00 - 900.00 0.003 OH Mandor 175,000.00 - 437.50

Pengecatan 1 m² Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 3 lap.Cat Penutup 22,010.56 20,637.50 0.200 Kg Cat Meni 22,147.69 4,429.54 - 0.150 Kg Plamir 19,131.82 2,869.77 - 0.170 Kg Cat Dasar 21,984.40 3,737.35 - 0.350 Kg Cat Penutup 2 kali 31,354.00 10,973.90 - 0.070 OH Pekerja 100,000.00 - 7,000.00 0.105 OH Tukang Cat 120,000.00 - 12,600.00 0.004 OH Kepala Tukang 150,000.00 - 600.00 0.003 OH Mandor 175,000.00 - 437.50

Pelaburan 1 m² Bidang Kayu dg Teak Oil 15,859.11 21,447.50 0.360 Ltr Teak Oil 44,053.09 15,859.11 - 0.040 OH Pekerja 100,000.00 - 4,000.00 0.063 OH Tukang Cat 120,000.00 - 7,560.00 0.063 OH Kepala Tukang 150,000.00 - 9,450.00 0.003 OH Mandor 175,000.00 - 437.50

Pelaburan 1 m² Bidang Kayu dg Politur 257,171.39 10,037.50 0.150 Ltr Politur 206,290.91 30,943.64 - 0.372 Ltr Politur Jadi 44,053.09 16,387.75 - 2.000 Lbr Ampelas 104,920.00 209,840.00 - 0.060 OH Tukang Cat 120,000.00 - 7,200.00 0.016 OH Kepala Tukang 150,000.00 - 2,400.00 0.003 OH Mandor 175,000.00 - 437.50

Pelaburan 1 m² Bidang Kayu dg Cat Residu & Ter 1,601.25 11,050.00 0.350 Ltr Residu atau Ter 4,575.00 1,601.25 - 0.100 OH Pekerja 100,000.00 - 10,000.00 0.006 OH Mandor 175,000.00 - 1,050.00

Pelaburan 1 m² Bidang Kayu dg Vernis 2,695.81 38,037.50 0.150 Ltr Vernis - - 0.050 Ltr Dempul 44,053.09 2,202.65 - 0.100 Lbr Ampelas 3,331.54 333.15 - 0.010 Buah Kuas 16,000.00 160.00 - 0.160 OH Pekerja 100,000.00 - 16,000.00 0.160 OH Tukang Cat 120,000.00 - 19,200.00 0.016 OH Kepala Tukang 150,000.00 - 2,400.00 0.003 OH Mandor 175,000.00 - 437.50

Pengecatan 1 m² Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 lap. Cat Penutup) 21,415.07 10,942.50 0.100 Kg Plamir 26,352.00 2,635.20 - 0.100 Kg Cat Dasar 39,772.00 3,977.20 - 0.260 Kg Cat Penutup 2 kali 56,933.33 14,802.67 - 0.020 OH Pekerja 100,000.00 - 2,000.00 0.063 OH Tukang Cat 120,000.00 - 7,560.00 0.006 OH Kepala Tukang 150,000.00 - 945.00 0.003 OH Mandor 175,000.00 - 437.50

Pengecatan 1 m² Tembok Lama (1lap.Plamir, 2lap Cat Penutup) 14,225.20 8,907.50 0.100 Kg Cat Dasar 39,772.00 3,977.20 - 0.180 Kg Cat Penutup 2 kali 56,933.33 10,248.00 - 0.028 OH Pekerja 100,000.00 - 2,800.00 0.042 OH Tukang Cat 120,000.00 - 5,040.00 0.004 OH Kepala Tukang 150,000.00 - 630.00 0.003 OH Mandor 175,000.00 - 437.50

Pengecatan 1 m² Permukaan Baja dg Meni Besi 2,423.82 28,050.00 0.100 Kg Meni Besi 21,738.18 2,173.82 - 0.010 Kg Perekat / Lem 25,000.00 250.00 - 0.020 OH Pekerja 100,000.00 - 2,000.00 0.200 OH Tukang Cat 120,000.00 - 24,000.00 0.002 OH Kepala Tukang 150,000.00 - 300.00 0.010 OH Mandor 175,000.00 - 1,750.00

ABK

Pengecatan 1 m² Permukaan Baja dg Meni Besi & Perancah 3,797.54 56,687.50 0.100 Kg Meni Besi 21,738.18 2,173.82 - 0.010 Kg Perekat / Lem 25,000.00 250.00 - 0.002 m3 Perancah Kayu (Kayu Sengon) 686,860.00 1,373.72 - 0.250 OH Pekerja 100,000.00 - 25,000.00 0.225 OH Tukang Cat 120,000.00 - 27,000.00 0.023 OH Kepala Tukang 150,000.00 - 3,375.00 0.008 OH Mandor 175,000.00 - 1,312.50

Pengecatan 1 m² Permukaan Baja lapis Seng (Galvanis) secara 2 lap. Cat Penutup) 8,845.00 226,000.00 0.110 Kg Cat dasar 18,300.00 2,013.00 - 0.170 Kg Cat Antara 18,300.00 3,111.00 - 0.080 Kg Cat Penutup 46,512.50 3,721.00 - 0.500 OH Pekerja 100,000.00 - 50,000.00 0.800 OH Tukang Cat 120,000.00 - 96,000.00 0.300 OH Kepala Tukang 150,000.00 - 45,000.00 0.200 OH Mandor 175,000.00 - 35,000.00

PEKERJAAN LISTRIK

1 TITIK INSTALASI LAMPU / PENERANGAN - - 4.5000 m Kabel NYM 3 X 2,5 mm2 - - 10.0000 m Kabel NYM 2 X 2,5 mm2 - - 5.0000 m Pipa PVC Clipsal 3/4" - - 3.5000 m Pipa PVC Maspion 5/8" - - 2.0000 bh T.Doos PVC 3/4 - - 2.0000 bh Elbo PVC Clipsal - - 4.0000 bh Klem PVC Clipsal - - 1.0000 bh Sock PVC Clipsal 3/4 - - 3.0000 bh Las Dop Legrand 4 mm2 - - 0.2500 Rol Isolasi Unibel - - 0.7500 o/h Pekerja - - 0.5000 o/h Tukang Listrik - - 0.0500 o/h Kepala Tukang - - 0.0100 o/h Mandor - -

1 TITIK INSTALASI STOP KONTAK / POWER OUTLET - - 12.0000 m Kabel NYM 3 x 2,5 mm2 - - 12.0000 m Pipa PVC Clipsal 3/4" - - 3.5000 m Pipa PVC Maspion 5/8 - - 2.0000 bh T.Doos PVC 3/4 - - 2.0000 bh Elbo PVC Clipsal - - 4.0000 bh Klem PVC Clipsal - - 3.0000 bh Sock PVC Clipsal 3/4 - - 3.0000 bh Las Dop Legrand 4 mm2 - - 0.2500 Rol Isolasi Unibel - - 0.7500 o/h Pekerja - - 0.5000 o/h Tukang Listrik - - 0.0500 o/h Kepala Tukang - - 0.0100 o/h Mandor - -

1 TITIK INSTALASI AC 1 PHASE - - 30.0000 m Kabel NYM 3 x 4 mm2 - - 30.0000 m Pipa Clipsal PVC 3/4 - - 2.0000 bh Elbo Clipsal PVC 3/4 - - 10.0000 bh Sock PVC Clipsal 3/4 - - 30.0000 bh Klem Clipsal PVC 3/4 - - 0.7500 o/h Pekerja - - 0.5000 o/h Tukang Listrik - - 0.0500 o/h Kepala Tukang - - 0.0100 o/h Mandor - -

1 TITIK INSTALASI AC 3 PHASE - - 30.0000 m Kabel NYM 4 x 4 mm2 - - 30.0000 m Pipa Clipsal PVC 3/4 - - 2.0000 bh Elbo Clipsal PVC 3/4 - - 10.0000 bh Sock PVC Clipsal 3/4 - - 30.0000 bh Klem Clipsal PVC 3/4 - - 0.7500 o/h Pekerja - - 0.5000 o/h Tukang Listrik - - 0.0500 o/h Kepala Tukang - -

ABK

0.0100 o/h Mandor - -

1 TITIK INSTALASI SOUND SYSTEM - - 12.0000 m Kabel NYM HY 3 X 2,5 mm2 - - 12.0000 m Pipa PVC Clipsal 3/4" - - 5.0000 m Pipa PVC Maspion 5/8" - - 2.0000 bh T.Doos PVC 3/4 - - 2.0000 bh Elbo PVC Clipsal 3/4 - - 12.0000 bh Klem PVC Clipsal 3/4 - - 3.0000 bh Sock PVC Clipsal 3/4 - - 3.0000 bh Las Dop Legrand 4 mm2 - - 0.2500 Rol Isolasi Unibel - - 0.7500 o/h Pekerja - - 0.5000 o/h Tukang Listrik - - 0.0500 o/h Kepala Tukang - - 0.0100 o/h Mandor - -

1 TITIK INSTALASI TELEPHONE - - 35.0000 m Kabel ITC 2 x 2 x 0.6 mm2 - - 35.0000 m Pipa PVC Clipsal 3/4" - - 5.0000 m Pipa PVC Maspion 5/8 - - 1.0000 bh T.Doos PVC 3/4 - - 3.0000 bh Elbo PVC Clipsal - - 12.0000 bh Klem PVC Clipsal - - 10.0000 bh Sock PVC Clipsal 3/4 - - 0.7500 o/h Pekerja - - 0.5000 o/h Tukang Listrik - - 0.0500 o/h Kepala Tukang - - 0.0100 o/h Mandor - -

1 TITIK INSTALASI FIRE ALARM

15.0000 m Kabel NYM 2 X 2,5 mm2 - - 15.0000 m Pipa PVC Clipsal 3/4" - - 1.0000 bh T.Doos PVC 3/4 - - 2.0000 bh Elbo PVC Clipsal - - 7.0000 bh Klem PVC Clipsal - - 5.0000 bh Sock PVC Clipsal 3/4 - - 2.0000 bh Las Dop Legrand 4 mm2 - - 0.2500 Rol Isolasi Unibel - - 0.7500 o/h Pekerja - - 0.5000 o/h Tukang Listrik - - 0.0500 o/h Kepala Tukang - - 0.0100 o/h Mandor - -

1 Set GROUNDING PENTANAHAN - - 3.0000 m' Pipa Gip Ø 2 " - - 2.0000 o/h Kawat BC 2,5 mm - - 3.0000 o/h Kabel BC 50 mm - - 1.0000 o/h Box Pengaman Pasangan Batu Tela - - 1.0000 o/h Upah Kerja - -

1 Unit PEMASANGAN SPLIT AC 1 PK - - 1.0000 Set Ac Panasonik Split 1 PK - - 15.0000 m Pipa Tembaga - - 15.0000 m Pipa PVC 3/4 - - 5.0000 bh Elbo PVC 3/4 - - 10.0000 bh Sock PVC 3/4 - - 0.2500 Tb Lem Pipa - - 30.0000 bh Klem Clipsal PVC 3/4 - - 0.5000 Btl Freon Merk DUPON - -

1.000 Ls Biaya alat dan Pemasangan - -

1 Unit PEMASANGAN SPLIT AC 1,5 PK - - 1.0000 Set Ac Panasonik Split 1,5 PK - - 15.0000 m Pipa Tembaga - - 15.0000 m Pipa PVC 3/4 - - 2.0000 bh Elbo PVC 3/4 - - 10.0000 bh Sock PVC 3/4 - - 0.5000 Tb Lem Pipa - - 30.0000 bh Klem Clipsal PVC 3/4 - - 0.7500 Btl Freon Merk DUPON - -


ABK

1 Unit PEMASANGAN SPLIT AC 2 PK - - 1.0000 Set Ac Panasonik Split 2 PK - - 15.0000 m Pipa Tembaga - - 15.0000 m Pipa PVC 3/4 - - 5.0000 bh Elbo PVC 3/4 - - 10.0000 bh Sock PVC 3/4 - - 0.5000 Tb Lem Pipa - - 30.0000 bh Klem Clipsal PVC 3/4 - - 1.0000 Btl Freon Merk DUPON - -


1 Unit PEMASANGAN AC cassette 5 PK - - 1.0000 Set Ac Panasonik Cassette 5 PK - - 15.0000 m Pipa Tembaga - - 15.0000 m Pipa PVC 3/4 - - 5.0000 bh Elbo PVC 3/4 - - 10.0000 bh Sock PVC 3/4 - - 0.5000 Tb Lem Pipa - - 30.0000 bh Klem Clipsal PVC 3/4 - - 1.0000 Btl Freon Merk DUPON - -


1 Unit PEMASANGAN AC Floor Standing 5 PK - - 1.0000 Set Ac Panasonik Cassette 5 PK - - 15.0000 m Pipa Tembaga - - 15.0000 m Pipa PVC 3/4 - - 5.0000 bh Elbo PVC 3/4 - - 10.0000 bh Sock PVC 3/4 - - 0.5000 Tb Lem Pipa - - 30.0000 bh Klem Clipsal PVC 3/4 - - 1.0000 Btl Freon Merk DUPON - -


1 Unit PASANG POMPA HISAP - - 1.0000 Set Pompa Hisap - -

% Perlengkapan (6 % Harga Pompa) - - 1.8000 o/h Pekerja - - 2.7000 o/h Tukang - - 0.5400 o/h Kepala Tukang - - 0.1100 o/h Mandor - -

1 Unit PASANG POMPA TEKAN - - 1.0000 Set Pompa Tekan - -

% Perlengkapan (6 % Harga Pompa) - - 1.8000 o/h Pekerja - - 2.7000 o/h Tukang - - 0.5400 o/h Kepala Tukang - - 0.1100 o/h Mandor - -

ABK

JUMLAH (Rp)

774,877.11 24,971.88 4,250.00 82,716.00 1,600.00 8,550.00 571,571.06 936.00 9,782.18 24,000.00 40,000.00 3,000.00 3,500.00

167,120.41 86,864.00 312.00 55,569.41 12,000.00 10,000.00 1,500.00 875.00

1,892,939.34 24,971.88 818,010.00 13,260.00 7,733.78 59,500.00 52,500.00 32,000.00 142,500.00 63,000.00 4,498.75 37,820.00 4,938.56 10,065.00 2,096.18

6,295.20 240,000.00 120,000.00 200,000.00 45,000.00 8,750.00

414,203.13 1,198.65 17,060.48 73,444.00 - 120,000.00 180,000.00 15,000.00 7,500.00

1,550,081.75 33,961.75 954,345.00 4,680.00

ABK

17,850.00 9,600.00 47,500.00 103,395.00 240,000.00 100,000.00 30,000.00 8,750.00

18,750.00 10,000.00 8,750.00

46,893.33 - 965.83 20,400.00 25,000.00 300.00 227.50

1,397,450.00 666,700.00 58,275.00

672,475.00 666,700.00 5,775.00

79,375.00 75,000.00 4,375.00

97,875.00 90,000.00 7,875.00

116,725.00 105,000.00 11,725.00

105,600.00 100,000.00 5,600.00

160,500.00 150,000.00 10,500.00

127,875.00 120,000.00 7,875.00

5,875.00 5,000.00 875.00

34,750.00 33,000.00 1,750.00

58,750.00 50,000.00 8,750.00

181,750.00 150,000.00 30,000.00

ABK

1,750.00

31,750.00 - 30,000.00 1,750.00

316,410.75 140,000.00 28,410.75 - 80,000.00 48,000.00 6,000.00 14,000.00

40,805.00 23,180.00 15,000.00 2,625.00

179,375.00 150,000.00 25,000.00 4,375.00

28,750.00 - 25,000.00 3,750.00

211,125.00 150,000.00 55,000.00 6,125.00

1,467,525.00 690,000.00 343,400.00 169,750.00 150,000.00 90,000.00 11,250.00 13,125.00

1,413,475.00 690,000.00 277,100.00 182,000.00 150,000.00 90,000.00 11,250.00 13,125.00

1,375,975.00 690,000.00 231,200.00 190,400.00 150,000.00 90,000.00 11,250.00 13,125.00

1,349,625.00 690,000.00 198,900.00 196,350.00 150,000.00 90,000.00 11,250.00

ABK

13,125.00

1,313,475.00 690,000.00 154,700.00 204,400.00 150,000.00 90,000.00 11,250.00 13,125.00

1,111,467.47 690,000.00 35,776.50 2,315.97 119,000.00 150,000.00 90,000.00 11,250.00 13,125.00

1,261,211.15 690,000.00 103,700.00 30,936.15 172,200.00 150,000.00 90,000.00 11,250.00 13,125.00

1,234,693.95 690,000.00 69,700.00 27,568.95 183,050.00 150,000.00 90,000.00 11,250.00 13,125.00 948,435.00 690,000.00 120,960.00 78,000.00 46,800.00 5,850.00 6,825.00

4,031,240.00 276,000.00 329,800.00 99,840.00 444,600.00 2,394,000.00 45,000.00 340,000.00 102,000.00 12,750.00 29,750.00

1,501,815.00 258,750.00 329,800.00 99,840.00 444,600.00 240,000.00 96,000.00 12,000.00 20,825.00

1,415,528.25

ABK

469,200.00 189,257.14 534,111.11 6,235.00 165,000.00 33,000.00 4,200.00 14,525.00

1,450,638.57 508,300.00 182,628.57 536,750.00 6,235.00 165,000.00 33,000.00 4,200.00 14,525.00

829,691.08 391,000.00 145,371.59 139,469.49 5,800.00 120,000.00 24,000.00 3,000.00 1,050.00

1,036,646.60 554,200.00 123,720.50 139,741.10 6,235.00 165,000.00 30,000.00 3,750.00 14,000.00 - 1,680,995.70 598,400.00 118,999.59 744,611.11 6,235.00 165,000.00 30,000.00 3,750.00 14,000.00

1,719,479.18 630,700.00 113,627.51 756,166.67 6,235.00 165,000.00 30,000.00 3,750.00 14,000.00

1,734,824.66 652,800.00 112,650.77 750,388.89 6,235.00 165,000.00 30,000.00 3,750.00 14,000.00

1,761,533.45 690,200.00

ABK

111,348.45 741,000.00 6,235.00 165,000.00 30,000.00 3,750.00 14,000.00

1,769,333.97 702,100.00 110,860.08 737,388.89 6,235.00 165,000.00 30,000.00 3,750.00 14,000.00

1,863,784.95 746,300.00 109,069.39 726,555.56 6,235.00 210,000.00 42,000.00 5,250.00 18,375.00

1,874,263.24 761,600.00 108,581.02 722,222.22 6,235.00 210,000.00 42,000.00 5,250.00 18,375.00

22,040.00 19,950.00 375.00 700.00 840.00 105.00 70.00

21,427.50 19,950.00 250.00 500.00 600.00 75.00 52.50

844,276.90 715,530.00 125.00 25.00 300.00 375.00 17.50

127,904.40 27,474.40 4,680.00 4,100.00 52,000.00 31,200.00 3,900.00 4,550.00

ABK

131,338.70 30,908.70 4,680.00 4,100.00 52,000.00 31,200.00 3,900.00 4,550.00

383,939.40 27,474.40 6,240.00 8,200.00 128,100.00 57,645.00 39,955.00 66,000.00 39,600.00 4,950.00 5,775.00

409,559.40 27,474.40 6,240.00 8,200.00 153,720.00 57,645.00 39,955.00 66,000.00 39,600.00 4,950.00 5,775.00

463,849.40 27,474.40 6,240.00 8,200.00 128,100.00 57,645.00 119,865.00 66,000.00 39,600.00 4,950.00 5,775.00

463,748.30 20,605.80 6,240.00 8,200.00 170,800.00 57,645.00 59,932.50 24,000.00 66,000.00 39,600.00 4,950.00 5,775.00

375,020.80 20,605.80 6,240.00 6,150.00 128,100.00 57,645.00 39,955.00 66,000.00 39,600.00 4,950.00 5,775.00

60,631.85

ABK

18,133.10 9,360.00 9,988.75 15,000.00 6,000.00 750.00 1,400.00

5,670,097.00 137,372.00 23,400.00 16,400.00 2,992,500.00 56,250.00 571,200.00 172,800.00 769,500.00 530,000.00 33,000.00 156,000.00 126,000.00 39,300.00 46,375.00

6,870,927.20 185,452.20 31,200.00 24,600.00 3,990,000.00 75,000.00 571,200.00 172,800.00 769,500.00 565,000.00 33,000.00 187,200.00 168,000.00 48,450.00 49,525.00

11,597,369.00 274,744.00 62,400.00 82,000.00 5,985,000.00 112,500.00 571,200.00 172,800.00 769,500.00 1,281,000.00 576,450.00 399,550.00 705,000.00 33,000.00 198,000.00 252,000.00 60,450.00 61,775.00

9,029,815.20 219,795.20 49,920.00 65,600.00 3,990,000.00 75,000.00 571,200.00 172,800.00 769,500.00 1,195,600.00 461,160.00 319,640.00 635,000.00

ABK

33,000.00 198,000.00 168,000.00 49,950.00 55,650.00

7,953,930.20 219,795.20 49,920.00 65,600.00 2,992,500.00 56,250.00 571,200.00 172,800.00 769,500.00 1,024,800.00 461,160.00 639,280.00 530,000.00 33,000.00 156,000.00 126,000.00 39,750.00 46,375.00

8,080,311.40 164,846.40 49,920.00 65,600.00 2,992,500.00 56,250.00 571,200.00 172,800.00 769,500.00 1,366,400.00 461,160.00 479,460.00 530,000.00 33,000.00 156,000.00 126,000.00 39,300.00 46,375.00

8,485,525.00 171,715.00 46,800.00 49,200.00 3,990,000.00 75,000.00 571,200.00 172,800.00 769,500.00 896,700.00 411,750.00 279,685.00 565,000.00 33,000.00 187,200.00 168,000.00 48,450.00 49,525.00

104,599.72 1,373.72 156.00 57,000.00 1,125.00 6,800.00 1,920.00 8,550.00 18,000.00

ABK

2,400.00 2,400.00 2,400.00 900.00 1,575.00

142,457.58 2,060.58 312.00 68,400.00 1,250.00 9,350.00 2,880.00 14,250.00 29,700.00 3,960.00 3,960.00 3,960.00 1,500.00 875.00

12,831,653.89 1,761,533.45 2,164,514.24 8,830,606.20 75,000.00

21,081,494.34 1,761,533.45 5,680,323.11 13,564,637.77 75,000.00

488,200.00 294,000.00 73,950.00 28,000.00 60,000.00 24,000.00 3,000.00 5,250.00

474,115.00 294,000.00 56,015.00 31,850.00 60,000.00 24,000.00 3,000.00 5,250.00

463,935.00 294,000.00 45,135.00 32,550.00 60,000.00 24,000.00 3,000.00 5,250.00

459,690.00 294,000.00 37,740.00 35,700.00 60,000.00 24,000.00 3,000.00 5,250.00

460,400.00

ABK

294,000.00 31,450.00 42,700.00 60,000.00 24,000.00 3,000.00 5,250.00

436,298.38 294,000.00 17,136.00 32,375.00 5,787.38 60,000.00 24,000.00 3,000.00 5,250.00

233,337.10 147,000.00 32,215.00 7,997.10 30,000.00 12,000.00 1,500.00 2,625.00

225,972.00 147,000.00 24,429.00 8,418.00 30,000.00 12,000.00 1,500.00 2,625.00

227,725.00 147,000.00 19,550.00 15,050.00 30,000.00 12,000.00 1,500.00 2,625.00

225,331.00 147,000.00 16,456.00 15,750.00 30,000.00 12,000.00 1,500.00 2,625.00

224,419.00 147,000.00 14,144.00 17,150.00 30,000.00 12,000.00 1,500.00 2,625.00

221,675.00 147,000.00 11,050.00 17,500.00 30,000.00 12,000.00 1,500.00 2,625.00

ABK

221,431.75 147,000.00 7,650.00 17,500.00 3,156.75 30,000.00 12,000.00 1,500.00 2,625.00

84,831.80 26,356.80 5,600.00 30,000.00 18,000.00 2,250.00 2,625.00

77,255.80 17,380.80 7,000.00 30,000.00 18,000.00 2,250.00 2,625.00

74,144.20 13,219.20 8,050.00 30,000.00 18,000.00 2,250.00 2,625.00

71,883.00 10,608.00 8,400.00 30,000.00 18,000.00 2,250.00 2,625.00

70,787.80 8,812.80 9,100.00 30,000.00 18,000.00 2,250.00 2,625.00

69,832.20 7,507.20 9,450.00 30,000.00 18,000.00 2,250.00 2,625.00

69,366.20 6,691.20 9,800.00 30,000.00 18,000.00 2,250.00 2,625.00

68,900.20 5,875.20 10,150.00

ABK

30,000.00 18,000.00 2,250.00 2,625.00

67,173.35 9,792.00 631.35 4,550.00 36,000.00 14,400.00 1,800.00

65,352.25 5,100.00 1,052.25 7,000.00 36,000.00 14,400.00 1,800.00

57,356.55 112.50 1,894.05 3,150.00 36,000.00 14,400.00 1,800.00

59,010.65 87.50 1,473.15 5,250.00 36,000.00 14,400.00 1,800.00

103,474.40 23,174.40 9,450.00 40,000.00 24,000.00 3,000.00 3,850.00

99,325.60 17,625.60 10,850.00 40,000.00 24,000.00 3,000.00 3,850.00

96,194.00 14,144.00 11,200.00 40,000.00 24,000.00 3,000.00 3,850.00

93,275.40 11,750.40 12,250.00 40,000.00 24,000.00 3,000.00 2,275.00

ABK

91,884.60 10,009.60 12,600.00 40,000.00 24,000.00 3,000.00 2,275.00

82,006.55 112.50 1,894.05 6,300.00 44,000.00 26,400.00 3,300.00

44,512.80 8,812.80 9,100.00 15,000.00 9,000.00 1,200.00 1,400.00

68,100.00 850.00 4,550.00 8,000.00 48,000.00 6,000.00 700.00

55,569.00 7,344.00 2,100.00 30,000.00 12,000.00 1,500.00 2,625.00

31,883.60 5,283.60 15,000.00 9,000.00 1,200.00 1,400.00

78,220.00 2,720.00 70,000.00 4,200.00 600.00 700.00

65,228.00 10,778.00 4,200.00 30,000.00 18,000.00 2,250.00

40,775.00 5,525.00 20,000.00 12,000.00 1,500.00 1,750.00

ABK

122,566.65 43,991.65 17,000.00 15,750.00 26,000.00 15,600.00 1,950.00 2,275.00

121,269.20 40,089.20 17,680.00 15,750.00 27,000.00 16,200.00 2,100.00 2,450.00

155,165.88 57,840.88 17,000.00 15,750.00 18,750.00 26,000.00 15,600.00 1,950.00 2,275.00

151,379.85 49,949.85 17,680.00 15,750.00 20,250.00 27,000.00 16,200.00 2,100.00 2,450.00

188,892.81 91,567.81 17,000.00 15,750.00 18,750.00 26,000.00 15,600.00 1,950.00 2,275.00

261,240.66 169,105.66 16,660.00 15,750.00 16,250.00 25,000.00 14,400.00 1,800.00 2,275.00

52,578.95 26,348.95 2,805.00 1,400.00 9,000.00 10,800.00 1,350.00 875.00 - 35,962.00 9,699.00 1,938.00 1,050.00

ABK

1,250.00 9,000.00 10,800.00 1,350.00 875.00

266,831.33 93,533.33 13,923.00 15,750.00 20,250.00 70,000.00 42,000.00 5,250.00 6,125.00

220,740.37 45,865.37 17,000.00 15,750.00 18,750.00 70,000.00 42,000.00 5,250.00 6,125.00

233,216.83 56,161.83 17,680.00 15,750.00 20,250.00 70,000.00 42,000.00 5,250.00 6,125.00

1,062,102.33 900,929.33 13,923.00 15,750.00 8,125.00 70,000.00 42,000.00 5,250.00 6,125.00

133,338.21 86,681.00 5,132.21 17,000.00 20,400.00 2,550.00 1,575.00 -

172,360.00 15,810.00 6,300.00 24,250.00 60,000.00 54,000.00 6,750.00 5,250.00

1,214,924.13 900,929.33 46,846.80 21,148.00 8,750.00 8,125.00 130,000.00 78,000.00

ABK

9,750.00 11,375.00

203,688.33 48,088.33 19,975.00 12,250.00 70,000.00 42,000.00 5,250.00 6,125.00

274,513.27 204,600.00 11,013.27 35,000.00 21,000.00 2,550.00 350.00

2,827,058.44 23,815.46 871.79 12,000.00 14,400.00 1,800.00 1,050.00 115,105.52 59,135.52 14,000.00 3,500.00 6,000.00 720.00 30,000.00 1,750.00

109,241.66 63,436.02 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

112,322.16 66,516.52 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

116,409.16 70,603.52 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

130,509.00 84,703.36 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

ABK

137,005.50 91,199.86 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

144,142.50 98,336.86 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

115,921.16 70,115.52 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

117,302.50 71,496.86 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

144,051.00 98,245.36 5,751.33 1,584.31 6,000.00 720.00 30,000.00 1,750.00

91,489.28 85,489.28 6,000.00

53,061.17 47,061.17 6,000.00

21,143,513.46 17,513,100.00 19,500.00 14,663.46 700,000.00 2,520,000.00 315,000.00 61,250.00

13,364,663.46 10,248,000.00 19,500.00 14,663.46

ABK

600,000.00 2,160,000.00 270,000.00 52,500.00

534,480.00 353,800.00 780.00 35,000.00 126,000.00 15,750.00 3,150.00 - 874,881.73 353,800.00 7,331.73 100,000.00 360,000.00 45,000.00 8,750.00

627,679.04 212,280.00 4,399.04 80,000.00 288,000.00 36,000.00 7,000.00

1,703,281.73 1,182,200.00 7,331.73 100,000.00 360,000.00 45,000.00 8,750.00

#VALUE!#VALUE!

221,125.00 499.33 7,331.73 104,920.00 70,000.00 252,000.00 31,500.00 6,125.00

750,183.06 226,432.00 499.33 7,331.73 104,920.00 80,000.00 288,000.00 36,000.00 7,000.00 - 1,506,434.14 1,108,312.50 2,496.64 67,000.00 240,000.00 30,000.00 58,625.00

982,615.24 461,796.88 499.33 4,399.04 104,920.00

ABK

80,000.00 288,000.00 36,000.00 7,000.00

#VALUE!#VALUE!

221,125.00 499.33 11,730.77 104,920.00 59,475.00 85,000.00 306,000.00 38,250.00 7,525.00

#VALUE!#VALUE!

9,394,000.00 105,460.58 93,208.00 400,000.00 1,440,000.00 180,000.00 35,000.00

22,740,145.58 19,105,200.00 105,460.58 87,360.00 670,000.00 2,412,000.00 301,500.00 58,625.00 - 10,779,260.58 9,394,000.00 105,460.58 46,800.00 240,000.00 864,000.00 108,000.00 21,000.00

178,579.00 119,560.00 30,744.00 3,900.00 10,000.00 12,000.00 1,500.00 875.00

209,323.00 119,560.00 61,488.00 3,900.00 10,000.00 12,000.00 1,500.00 875.00

1,441,470.00 1,409,100.00 3,120.00 12,000.00 14,400.00 1,800.00 1,050.00

ABK

203,261.00 131,516.00 3,120.00 15,000.00 36,000.00 4,500.00 13,125.00 - 205,352.00 139,202.00 3,900.00 20,000.00 36,000.00 4,500.00 1,750.00 - 238,931.25 199,496.25 1,560.00 10,000.00 24,000.00 3,000.00 875.00

135,950.00 97,295.00 780.00 10,000.00 24,000.00 3,000.00 875.00

318,610.00 239,120.00 2,340.00 15,000.00 54,000.00 6,750.00 1,400.00

384,894.76 239,120.00 2,340.00 58,073.22 8,211.54 15,000.00 54,000.00 6,750.00 1,400.00

441,728.50 129,303.13 1,560.00 2,615.37 60,000.00 216,000.00 27,000.00 5,250.00

40,695.51 27,010.80 832.21 2,500.00 9,000.00 1,125.00 227.50

129,438.97 45,000.00 67,466.00 199.73

ABK

23.24 10,000.00 6,000.00 750.00

51,518.50 24,918.50 15,000.00 9,000.00 1,200.00 1,400.00 - 175,287.50 148,687.50 15,000.00 9,000.00 1,200.00 1,400.00 - 39,689.00 15,189.00 15,000.00 7,200.00 900.00 1,400.00 - 111,924.17 19,774.17 13,600.00 11,200.00 40,000.00 24,000.00 3,000.00 350.00

120,896.25 28,746.25 13,600.00 11,200.00 40,000.00 24,000.00 3,000.00 350.00

115,147.00 22,997.00 13,600.00 11,200.00 40,000.00 24,000.00 3,000.00 350.00

84,687.04 55,998.00 3,089.04 14,000.00 9,000.00 1,200.00 1,400.00 - 77,174.04 49,410.00 3,089.04 14,000.00 8,400.00 1,050.00 1,225.00 -

ABK

55,732.54 27,968.50 3,089.04 14,000.00 8,400.00 1,050.00 1,225.00

52,883.13 25,479.09 3,089.04 14,000.00 8,040.00 1,050.00 1,225.00

83,359.00 47,641.00 468.00 20,000.00 12,000.00 1,500.00 1,750.00

343,303.86 288,225.00 3,328.86 16,600.00 30,000.00 3,750.00 1,400.00

130,579.43 17,239.43 780.00 18,360.00 11,200.00 12,500.00 40,000.00 24,000.00 3,000.00 3,500.00

104,654.66 13,176.00 998.66 7,800.00 35,380.00 12,500.00 30,000.00 3,750.00 1,050.00

44,540.89 23,058.00 332.89 12,000.00 7,200.00 900.00 1,050.00

36,197.77 9,882.00 665.77 15,000.00 8,400.00 1,200.00 1,050.00

67,985.00 44,835.00 15,000.00

ABK

6,000.00 750.00 1,400.00 -

41,733.29 28,416.85 166.44 3,000.00 8,400.00 1,050.00 700.00

49,214.94 35,898.50 166.44 3,000.00 8,400.00 1,050.00 700.00

194,782.21 164,700.00 832.21 12,000.00 14,400.00 1,800.00 1,050.00

117,784.88 92,577.67 832.21 10,000.00 12,000.00 1,500.00 875.00

59,519.71 34,312.50 832.21 10,000.00 12,000.00 1,500.00 875.00

44,255.69 19,381.36 499.33 10,000.00 12,000.00 1,500.00 875.00

50,196.95 25,322.63 499.33 10,000.00 12,000.00 1,500.00 875.00

55,145.58 30,271.25 499.33 10,000.00 12,000.00 1,500.00 875.00

472,244.57 277,078.13

ABK

166.44 80,000.00 96,000.00 12,000.00 7,000.00

46,483.80 26,940.85 1,917.94 10,000.00 6,000.00 750.00 875.00

643,444.25 453,600.00 4,834.25 28,822.50 34,312.50 50,000.00 60,000.00 7,500.00 4,375.00

20,575.79 8,134.35 166.44 5,000.00 6,000.00 750.00 525.00

1,055,043.27 532,918.18 31,975.09 330,000.00 132,000.00 150.00 28,000.00

661,583.33 114,883.33 10,200.00 3,500.00 100,000.00 180,000.00 225,000.00 28,000.00

660,056.67 302,966.67 90,890.00 10,200.00 3,500.00 100,000.00 120,000.00 15,000.00 17,500.00

538,037.50 266,875.00 80,062.50 10,200.00 3,500.00 120,000.00 17,400.00 22,500.00 17,500.00

2,296,275.76 630,000.00

ABK

204,000.00 105,000.00 224,775.76 75,000.00 600,000.00 360,000.00 45,000.00 52,500.00

147,154.00 46,970.00 42,525.00 6,664.00 19,600.00 6,720.00 14,000.00 8,400.00 1,050.00 1,225.00

1,056,268.33 64,863.33 866,250.00 17,510.00 21,350.00 19,320.00 38,000.00 22,800.00 2,850.00 3,325.00

48,695.24 23,973.00 2,447.24 5,400.00 10,800.00 1,350.00 4,725.00

56,157.45 30,744.00 3,138.45 5,400.00 10,800.00 1,350.00 4,725.00

84,559.21 49,349.00 5,037.71 5,400.00 10,800.00 13,500.00 472.50

117,053.64 73,505.00 7,503.64 10,800.00 21,600.00 2,700.00 945.00

210,835.42 158,600.00 16,190.42 10,800.00 21,600.00 2,700.00 945.00

ABK

300,527.92 231,800.00 23,662.92 13,500.00 27,000.00 3,375.00 1,190.00

16,704.68 3,630.72 1,058.96 3,600.00 7,200.00 900.00 315.00

18,917.15 5,343.60 1,558.55 3,600.00 7,200.00 900.00 315.00

23,777.02 9,106.08 2,655.94 3,600.00 7,200.00 900.00 315.00

53,760.42 32,427.60 3,310.32 5,400.00 10,800.00 1,350.00 472.50

130,192.31 65,748.24 19,176.57 8,100.00 16,200.00 20,250.00 717.50

172,815.45 98,746.80 28,801.15 8,100.00 16,200.00 20,250.00 717.50

539,344.44 249,422.22 249,422.22 36,000.00 4,500.00

29,313.61 15,707.50 106.11 12,000.00 1,500.00

16,053.33 9,353.33

ABK

5,200.00 1,500.00 -

29,818.99 13,889.70 1,304.29 6,000.00 7,200.00 900.00 525.00

28,514.70 13,889.70 6,000.00 7,200.00 900.00 525.00

112,440.00 4,500.00 4,880.00 10,000.00 12,000.00 150.00 910.00 80,000.00

611,064.33 123,107.20 230,607.13 1,500.00 105,000.00 126,000.00 15,750.00 9,100.00

39,352.00 12,000.00 1,350.00 1,952.00 4,000.00 2,400.00 300.00 350.00 17,000.00

1,001,050.00 718,000.00 120,000.00 144,000.00 18,000.00 1,050.00

895,700.00 779,000.00 8,000.00 96,000.00 12,000.00 700.00

1,063,750.00 820,000.00 100,000.00 120,000.00 15,000.00 8,750.00

124,516.07 110,379.50

ABK

2,846.67 817.40 4,300.00 5,160.00 645.00 367.50

681,228.00 441,518.00 219,000.00 8,500.00 10,200.00 1,275.00 735.00

137,528.30 66,000.00 47,250.00 3,678.30 8,500.00 10,200.00 1,200.00 700.00

311,400.00 226,000.00 35,000.00 42,000.00 5,250.00 3,150.00

515,531.07 43,428.67 65,127.40 167,000.00 200,400.00 25,050.00 14,525.00

101,657.87 38,498.63 26,719.55 12,064.69 10,000.00 12,000.00 1,500.00 875.00

291,549.27 20,801.00 174,358.33 49,214.94 20,000.00 24,000.00 3,000.00 175.00

259,167.92 34,587.00 249.66 150,831.25 20,000.00 48,000.00 3,750.00 1,750.00

107,765.30 47,183.50 166.44 3,515.35 15,000.00

ABK

36,000.00 4,500.00 1,400.00

137,973.50 19,731.47 31,052.51 12,189.53 75,000.00

186,450.00 118,950.00 60,000.00 7,500.00

199,950.00 118,950.00 72,000.00 9,000.00

152,700.00 118,950.00 30,000.00 3,750.00

31,793.33 14,843.33 15,000.00 1,950.00

43,623.64 26,673.64 15,000.00 1,950.00

88,487.27 6,987.27 25,000.00 30,000.00 3,750.00 22,750.00

20,487.27 6,987.27 12,000.00 1,500.00

34,930.00 7,930.00 12,000.00 15,000.00

59,177.50 32,177.50 24,000.00 3,000.00

20,286.25 6,786.25 12,000.00 1,500.00

49,127.50 32,177.50 15,000.00 1,950.00

367,000.00 244,000.00 8,000.00

ABK

96,000.00 12,000.00 7,000.00

23,536.25 6,786.25 15,000.00 1,750.00

119,505.20 67,905.20 16,000.00 19,200.00 2,400.00 14,000.00

135,609.20 84,009.20 16,000.00 19,200.00 2,400.00 14,000.00

144,869.00 93,269.00 16,000.00 19,200.00 2,400.00 14,000.00

16,337.50 900.00 15,000.00 437.50

16,487.50 1,050.00 15,000.00 437.50

16,487.50 1,050.00 15,000.00 437.50

16,487.50 1,050.00 15,000.00 437.50

11,926.90 1,530.55 225.70 333.15 4,000.00 4,800.00 600.00 437.50

29,499.80 2,869.77 3,737.35 5,330.18 7,000.00 9,000.00 1,125.00 437.50

28,606.20 4,429.54

ABK

2,869.77 3,737.35 8,152.04 7,000.00 1,080.00 900.00 437.50

42,648.06 4,429.54 2,869.77 3,737.35 10,973.90 7,000.00 12,600.00 600.00 437.50

37,306.61 15,859.11 4,000.00 7,560.00 9,450.00 437.50

267,208.89 30,943.64 16,387.75 209,840.00 7,200.00 2,400.00 437.50

12,651.25 1,601.25 10,000.00 1,050.00

40,733.31 - 2,202.65 333.15 160.00 16,000.00 19,200.00 2,400.00 437.50

32,357.57 2,635.20 3,977.20 14,802.67 2,000.00 7,560.00 945.00 437.50

23,132.70 3,977.20 10,248.00 2,800.00 5,040.00 630.00 437.50

30,473.82 2,173.82 250.00 2,000.00 24,000.00 300.00 1,750.00

ABK

60,485.04 2,173.82 250.00 1,373.72 25,000.00 27,000.00 3,375.00 1,312.50

234,845.00 2,013.00 3,111.00 3,721.00 50,000.00 96,000.00 45,000.00 35,000.00

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - -

- - - - - - - - - -

- - - - - - - - -

ABK

-

- - - - - - - - - - - - - -

- - - - - - - - - - - -

- - - - - - - - - - - -

- - - - - -

- - - - - - - - - -

- - - - - - - - - -

ABK

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

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ANALISA HARGA SATUAN PEKERJAAN

KEGIATAN : PEMBANGUNAN GEDUNG KANTOR PEKERJAAN : PEMBANGUNAN GEDUNG DPRD - KABUPATEN MIMIKA (TAHAP III) LOKASI : KOTA TIMIKA T. ANGGARAN : 2011

NO JENIS PEKERJAAN1 2

1 1 M' PAGAR SEMENTARA dari SENG GELOMBANGTINGGI 2 METER 0.0300 M3 Kayu Matoa 5/10 (pengganti dolken) 2.5000 Kg Semen Portland 1.2000 Lbr Seng Gelombang 3" - 5" 0.0050 M3 Pasir Beton 0.0090 M3 Koral Beton 0.0720 M3 Kayu 5/7 0.0600 Kg Paku Biasa 2" - 5" 0.4000 Oh P e k e r j a 0.2000 Oh Tukang Kayu 0.0200 Oh Kepala Tukang 0.0200 Oh M a n d o r

2 1 M2 PEMBUATAN DIREKSI KEET / KONSTRUKSI KAYU 0.0600 m3 Balok Kayu Matoa 5/10 0.2760 m3 Kayu Matoa 0.7000 kg Paku campur 1.5000 lbr Seng Gelombang Bjls 30 1.0000 o/h Pekerja 1.5000 o/h Tukang 0.1500 o/h Kepala Tukang 0.0500 o/h Mandor

3 1 M' PEMASANGAN PAPAN BOUWPLANK 0.0120 m3 Balok Kayu Matoa 0.0200 kg Paku campur 0.0070 m3 Papan Kayu Matoa 0.1000 o/h Pekerja 0.1000 o/h Tukang 0.0100 o/h Kepala Tukang 0.0050 o/h Mandor

4 1 M3 GALIAN TANAH sedalam 1 meter 0.7500 o/h Pekerja 0.0250 o/h Mandor

5 1 M3 GALIAN TANAH (u/ Pondasi Poer) 1.5000 o/h Pekerja 0.0600 o/h Mandor

6 1 M3 URUGAN TANAH KEMBALI 0.2500 o/h Pekerja 0.0083 o/h Mandor

7 1 M3 MEMADATKAN TANAH DIBAWAH LANTAI 0.2500 o/h Pekerja 0.0250 o/h Mandor

8 1 M3 MEMBUANG TANAH KE LUAR LOKASI 0.5160 o/h Pekerja 0.0500 o/h Mandor 1.0000 M3 Angkutan

9 1 M3 URUGAN SIRTU TIMBUNAN pada LOKASI 1.2000 M3 Sirtu Timbunan 0.3000 o/h Pekerja 0.0100 o/h Mandor

10 1 M3 URUGAN PASIR 1.2000 M3 Pasir urugan 0.3000 o/h Pekerja 0.0100 o/h Mandor

11 1 M3 URUGAN KERIKIL 1.2000 M3 Kerikil 0.3000 o/h Pekerja 0.0100 o/h Mandor

12 1 M3 MEMASANG LAPISAN BATU KOSONG (AAMSTAMPING) 1.2000 m3 Batu gunung 0.4320 M3 Pasir Urug 0.7800 Oh Pekerja 0.3900 o/h Tukang batu

0.0390 o/h Kepala tukang 0.0390 Oh Mandor

13 1 M3 MEMASANG PONDASI BATU GUNUNG(campuran 1 pc : 4 psr) 1.2000 M3 Batu gunung 163.0000 Kg Semen 0.5200 M3 Pasir 1.5000 o/h Pekerja 0.7500 o/h Tukang batu 0.0750 o/h Kepala tukang 0.0750 o/h Mandor

14 1 M2 PASANGAN BATAKO 1 PC : 2 PSR 23.0000 Bh Batako 10 x 18 x 24 cm 18.9500 Kg Semen 0.0380 M3 Pasir pasang 0.3000 o/h Pekerja 0.1000 o/h Tukang batu 0.0100 o/h Kepala Tukang 0.0150 o/h Mandor

15 1 M2 PASANGAN BATAKO 1 PC : 4 PSR 23.0000 Bh Batako 10 x 18 x 24 cm 11.5000 Kg Semen Pc 0.0430 M3 Pasir Pasang 0.3000 o/h Pekerja 0.1000 o/h Tukang 0.0100 o/h Kepala Tukang 0.0150 o/h Mandor

16 1 M3 LANTAI BETON TUMBUK K.100 230.00 Kg Semen PC 893.00 Kg Pasir Cor

1,027.00 Kg Kerikil 200.00 Ltr Air 1.20 o/h Pekerja 0.20 o/h Tukang 0.02 o/h Kepala Tukang 0.06 o/h Mandor

17 1 M3 LANTAI BETON TUMBUK K.100 (BERTULANG) RG 1.0000 M3 Beton Tumbuk K. 125 49.3300 Kg Besi Beton

18 1 M3 CAMPURAN BETON K. 225 371.000 Kg Semen Pc 698.000 Kg Pasir cor 1,047.000 Kg Batu Pecah 2/3 215.000 Ltr Air 1.650 o/h Pekerja 0.275 o/h Tukang 0.028 o/h Kepala Tukang 0.083 o/h Mandor

19 1 M3 CAMPURAN BETON K. 175 326.0000 Kg Semen Pc 760.0000 Kg Pasir cor 1,029.000 Kg Batu Pecah 2/3 215.0000 Ltr Air 1.6500 o/h Pekerja 0.2750 o/h Tukang 0.0280 o/h Kepala Tukang 0.0830 o/h Mandor

1 2 3

20 1 M3 CAMPURAN BETON K. 125 (Beton Kolom, Sloof Praktis) 276.0000 Kg Semen Pc 829.0000 Kg Pasir cor 1,012.000 Kg Kerikil 215.0000 Ltr Air 1.6500 o/h Pekerja 0.2750 o/h Tukang 0.0280 o/h Kepala Tukang 0.0830 o/h Mandor

21 10 KG PEMBESIAN (BESI POLOS / ULIR) 10.5000 Kg Besi beton 0.1500 Kg Kawat pengikat 0.0700 o/h Pekerja 0.0700 o/h Tukang besi 0.0070 o/h Kepala Tukang 0.0040 o/h Mandor

22 1 M2 BEKISTING untuk PONDASI 0.0400 M3 Balok / Papan Kayu Matoa 0.3000 Kg Paku campur 0.1000 Ltr Minyak Bekisting 0.5200 o/h Pekerja 0.2600 o/h Tukang 0.0260 o/h Kepala tukang 0.0260 o/h Mandor

23 1 M2 BEKISTING untuk SLOOF 0.0450 M3 Balok / Papan Kayu Matoa 0.3000 Kg Paku campur 0.1000 Ltr Minyak Bekisting 0.5200 o/h Pekerja 0.2600 o/h Tukang 0.0260 o/h Kepala tukang 0.0260 o/h Mandor

2 3

24 1 M2 BEKISTING untuk KOLOM 0.0400 M3 Balok Kayu kelas III 0.4000 Kg Paku campur 0.2000 Ltr Minyak Bekisting 2.0000 Btg Dolken Kayu - 4 mtr 0.3500 Lbr Tripleks 9 mm 0.0150 M3 Balok Kayu kelas II 0.6600 o/h Pekerja

0.3300 o/h Tukang 0.0330 o/h Kepala tukang 0.0330 o/h Mandor

25 1 M2 BEKISTING untuk BALOK 0.0400 M3 Balok Kayu kelas III 0.4000 Kg Paku campur 0.2000 Ltr Minyak Bekisting 2.0000 Btg Dolken Kayu - 4 mtr 0.3500 Lbr Tripleks 9 mm 0.0180 M3 Balok Kayu kelas II 0.6600 o/h Pekerja 0.3300 o/h Tukang 0.0330 o/h Kepala tukang 0.0330 o/h Mandor

1 2 3

26 1 M2 BEKISTING untuk PLAT LANTAI 0.0400 M3 Balok Kayu kelas III 0.4000 Kg Paku campur 0.2000 Ltr Minyak Bekisting 0.0150 M3 Balok Kayu kelas II 0.3500 Lbr Tripleks 9 mm 6.0000 Btg Dolken Kayu - 4 mtr 0.6600 o/h Pekerja 0.3300 o/h Tukang 0.0330 o/h Kepala tukang 0.0330 o/h Mandor

27 1 M2 BEKISTING untuk TANGGA 0.0300 M3 Balok Kayu kelas III 0.4000 Kg Paku campur 0.1500 Ltr Minyak Bekisting 0.0150 M3 Balok Kayu kelas II 0.3500 Lbr Tripleks 9 mm 2.0000 Btg Dolken Kayu - 4 mtr

0.6600 o/h Pekerja 0.3300 o/h Tukang 0.0330 o/h Kepala tukang 0.0330 o/h Mandor

27 1 M2 BEKISTING untuk DINDING 0.0300 M3 Balok Kayu kelas III 0.4000 Kg Paku campur 0.2000 Ltr Minyak Bekisting 0.0200 M3 Balok Kayu kelas II 0.3500 Lbr Tripleks 9 mm 3.0000 Btg Dolken Kayu - 4 mtr 0.6600 o/h Pekerja 0.3300 o/h Tukang 0.0330 o/h Kepala tukang 0.0330 o/h Mandor

28 1 M' KOLOM PRAKTIS BETON BERTULANG (11 x 11) cm 0.0020 M3 Balok Kayu kelas III 0.0100 Kg Paku campur 3.0000 Kg Besi Beton Polos 0.0450 Kg Kawat Beton 4.0000 Kg Semen 0.0060 M3 Pasir Cor 0.0090 M3 Kerikil 0.1800 o/h Pekerja 0.0200 o/h Tukang Batu 0.0200 o/h Tukang Kayu 0.0200 o/h Tukang Besi 0.0060 o/h Kepala tukang 0.0090 o/h Mandor

29 1 M' RINGBALK BETON BERTULANG (10 x 15) cm 0.0030 M3 Balok Kayu kelas III 0.0200 Kg Paku campur 3.6000 Kg Besi Beton Polos 0.0500 Kg Kawat Beton 5.5000 Kg Semen 0.0090 M3 Pasir Cor 0.0150 M3 Kerikil 0.2970 o/h Pekerja 0.0330 o/h Tukang Batu 0.0330 o/h Tukang Kayu 0.0330 o/h Tukang Besi 0.0100 o/h Kepala tukang 0.0150 o/h Mandor

30 1 M3 DINDING BETON BERTULANG(150 Kg Besi + Bekisting) 0.2400 M3 Balok Kayu kelas III 3.2000 Kg Paku campur 1.6000 Ltr Minyak Bekisting 157.5000 Kg Besi Beton Polos 2.2500 Kg Kawat Beton 336.0000 Kg Semen 0.5400 M3 Pasir Cor 0.8100 M3 Kerikil 0.1600 M3 Balok Kayu kelas II 2.8000 Lbr Tripleks 9 mm 24.0000 Btg Dolken Kayu - 4 mtr 5.3000 o/h Pekerja 0.2750 o/h Tukang Batu 1.3000 o/h Tukang Kayu 1.0500 o/h Tukang Besi 0.2620 o/h Kepala tukang 0.2650 o/h Mandor

31 1 M3 SLOOF PRAKTIS 0.9800 M3 Beton K.175 110.0000 Kg Besi beton 13.3330 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

32 1 M3 BETON PENUTUP SEPTICTANK 1.0000 M3 Beton K.225 150.0000 Kg Besi beton 8.3330 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

33 1 M3 KOLOM LISTPLANK pada ENTRANCE 1.0000 M3 Beton K.125 110.0000 Kg Besi beton 9.6000 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

34 1 M3 BETON SLOOF S.1 1.0000 M3 Beton K. 225 202.7540 Kg Besi beton 6.6000 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

1 2 3

35 1 M3 BETON SLOOF S.2 1.0000 M3 Beton K. 225 203.8400 Kg Besi beton 8.0000 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

36 1 M3 PONDASI SUMURAN P.1, P.2 & P.3 1.0000 M3 Beton K. 225 162.1630 Kg Besi beton 4.4445 M2 Bekisting

37 1 M3 PONDASI SUMURAN P.4, P.6, & P.7 1.0000 M3 Beton K. 225 103.3732 Kg Besi beton 3.6364 M2 Bekisting

38 1 M3 PONDASI SUMURAN P.5 1.0000 M3 Beton K. 225 95.1160 Kg Besi beton 3.2000 M2 Bekisting

39 1 M3 BETON KOLOM BULAT K.1 ' Ø 45 (LT. 01 & LT. 02) 1.0000 M3 Beton K. 225 123.9340 Kg Besi beton 8.8900 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

40 1 M3 BETON KOLOM BULAT K.1 ' Ø 45 (LT. 03) 1.0000 M3 Beton K. 225 123.9340 Kg Besi beton 8.8900 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

41 1 M3 BETON KOLOM K.1 (LT. 01 & LT. 02) 1.0000 M3 Beton K. 225 123.9340 Kg Besi beton 8.8900 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

42 1 M3 BETON KOLOM K.1 (LT. 03) 1.0000 M3 Beton K. 225 123.9340 Kg Besi beton 8.8900 M2 Bekisting 0.5000 o/h Tukang bongkar/siram




1 2 3





50 1 M3 BETON KOLOM K.5 (LT. 03) 1.0000 M3 Beton K. 225 150.2610 Kg Besi beton

13.3330 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

51 1 M3 BETON KOLOM K.6 1.0000 M3 Beton K. 225 123.5430 Kg Besi beton 7.9920 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

33 1 M3 BETON POER PLAT (GSG) 1.0000 M3 Beton K. 225 124.6835 Kg Besi beton 2.0000 M2 Bekisting

34 1 M3 BETON KOLOM 40/60 (GSG) 1.0000 M3 Beton K. 225 147.6828 Kg Besi beton 8.3332 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

1 2 335 1 M3 BETON KOLOM BULAT Ø 50 (GSG)

1.0000 M3 Beton K. 225 97.4316 Kg Besi beton 7.9999 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

36 1 M3 BETON SLOOF 30/50 (GSG) 1.0000 M3 Beton K. 225 119.0728 Kg Besi beton 6.6666 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

1 2 3

37 1 M3 BETON SLOOF 15/20 (GSG) 1.0000 M3 Beton K. 175 162.7757 Kg Besi beton 13.3332 M2 Bekisting

0.5000 o/h Tukang bongkar/siram

38 1 M3 PLAT LANTAI (GSG) 1.0000 M3 Beton K. 175 152.4300 Kg Besi beton 8.3300 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

39 1 M3 BETON RINGBALK 30/50 (GSG) 1.0000 M3 Beton K. 225 119.0733 Kg Besi beton 8.6665 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

40 1 M3 BETON RINGBALK 20/30 (GSG) 1.0000 M3 Beton K. 225 179.0949 Kg Besi beton 13.3280 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

41 1 M3 BETON RINGBALK KONSOL 30/50 (GSG) 1.0000 M3 Beton K. 225 119.0733 Kg Besi beton 8.6665 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

42 1 M3 BETON BALOK UTAMA 30/50 (GSG) 1.0000 M3 Beton K. 225 119.0733 Kg Besi beton 8.6665 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

43 1 M3 BETON BALOK ANAK 20/30 (GSG) 1.0000 M3 Beton K. 225 157.6782 Kg Besi beton 13.3328 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

44 1 M3 BETON KONSOL (GSG) 1.0000 M3 Beton K. 225 119.0733 Kg Besi beton 8.6665 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

1 2 3

45 1 M3 PLAT ATAP BETON (GSG) 1.0000 M3 Beton K. 175 142.6700 Kg Besi beton 10.0000 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

46 1 M3 PLAT LANTAI (SERVICE) 1.0000 M3 Beton K. 175 152.4300 Kg Besi beton 8.3300 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

47 1 M3 BETON KOLOM 25/25 (SERVICE) 1.0000 M3 Beton K. 175 211.1999 Kg Besi beton 16.0000 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

48 1 M3 BETON SLOOF 20/30 (SERVICE) 1.0000 M3 Beton K. 175 179.0949 Kg Besi beton 13.3280 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

49 1 M3 BETON POER PLAT type 1 (SERVICE) 1.0000 M3 Beton K. 175 130.4378 Kg Besi beton 3.3333 M2 Bekisting

50 1 M3 BETON POER PLAT type 2 (SERVICE) 1.0000 M3 Beton K. 175 126.6660 Kg Besi beton 2.6666 M2 Bekisting

51 1 M3 BETON RINGBALK 20/30 (SERVICE) 1.0000 M3 Beton K. 175

179.0949 Kg Besi beton 13.3280 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

52 1 M3 BETON KOLOM 12/25 (POS) 1.0000 M3 Beton K. 175 239.7539 Kg Besi beton 24.6642 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

53 1 M3 BETON SLOOF 15/20 (POS) 1.0000 M3 Beton K. 175 162.7757 Kg Besi beton 13.3332 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

54 1 M3 BETON RINGBALK 15/20 (POS) 1.0000 M3 Beton K. 175 162.7757 Kg Besi beton 13.3332 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

55 1 M3 BETON POER PLAT (P) 1.0000 M3 Beton K. 225 167.8573 Kg Besi beton 2.2222 M2 Bekisting

1 2 356 1 M3 BETON POER PLAT P.1

1.0000 M3 Beton K. 225 201.1738 Kg Besi beton 3.0000 M2 Bekisting

57 1 M3 BETON POER PLAT P.2 1.0000 M3 Beton K. 225 159.3944 Kg Besi beton 2.9682 M2 Bekisting


59 1 M3 BETON POER PLAT P.4

1.0000 M3 Beton K. 225 113.3843 Kg Besi beton 1.3162 M2 Bekisting




63 1 M3 BETON BALOK B.1 (30/60) 1.0000 M3 Beton K. 225 114.4600 Kg Besi beton 8.3330 M2 Bekisting 0.5000 o/h Tukang bongkar/siram






1 2 3












94 1 M3 BETON RING BALK (RB. 1) 30/50 1.0000 M3 Beton K. 225 123.4834 Kg Besi beton 8.6658 M2 Bekisting 0.5000 o/h Tukang bongkar/siram





1 2 3








58 1 M3 COR SPESIE 1 : 5 190.0000 Kg Semen Pc 0.8500 M3 Pasir cor 6.0000 o/h Pekerja 0.5000 o/h Tukang 0.0500 o/h Kepala tukang 0.3000 o/h Mandor

59 1 M3 LISTPLANK BETON 1.0000 M3 Beton K.175 102.3660 Kg Besi beton 10.0000 M2 Bekisting 0.7500 o/h Tukang bongkar

60 1 M3 SIRIP BETON 1.0000 M3 Beton K.175 125.1854 Kg Besi beton 8.3000 M2 Bekisting 0.7500 o/h Tukang bongkar

61 1 M3 PLAT BETON untuk TANGGA1.0000 M3 Beton K. 225

142.6700 Kg Besi beton8.5000 M2 Bekisting0.5000 o/h Tukang bongkar/siram

60 1 M3 PLAT LANTAI 1.0000 M3 Beton K. 225 152.4300 Kg Besi beton

8.3300 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

61 1 M3 PLAT ATAP BETON 1.0000 M3 Beton K. 225 142.6700 Kg Besi beton 10.0000 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

62 1 M' PEKERJAAN CANSTIN 0.1000 m3 Beton tumbuk K.100 0.8000 m2 Plesteran 0.8000 m2 Acian 0.8000 m2 Cat Minyak

63 1 M3 MEJA BETON (WASHTAFEL) 1.0000 M3 Beton K. 125 35.5500 Kg Besi beton 10.0000 M2 Bekisting 0.5000 o/h Tukang bongkar/siram

64 1 M2 PLESTERAN 1 PC : 2 PSR (Tebal 1,5 cm) 10.2240 Kg Semen 0.0200 m3 Pasir 0.3000 o/h Pekerja 0.1500 o/h Tukang batu 0.0150 o/h Kepala tukang 0.0150 o/h Mandor

1 2 3

65 1 M2 PLESTERAN 1 PC : 3 PSR (Tebal 1,5 cm) 7.7760 Kg Semen 0.0230 m3 Pasir 0.3000 o/h Pekerja

0.1500 o/h Tukang batu 0.0150 o/h Kepala tukang 0.0150 o/h Mandor

1 2 3

66 1 M2 ACIAN 3.2500 Kg Semen Pc 0.2000 o/h Pekerja 0.1000 o/h Tukang 0.0100 o/h Kepala tukang 0.0100 o/h Mandor

67 1 M2 PLESTERAN 1 PC : 4 PSR (Tebal 1,5 cm) 6.2400 Kg Semen 0.0240 m3 Pasir 0.3000 o/h Pekerja 0.1500 o/h Tukang batu 0.0150 o/h Kepala tukang 0.0150 o/h Mandor

68 1 M2 WATER PROOFING 2.9000 kg Water proofing 0.3000 o/h Pekerja 0.2000 o/h Tukang batu 0.0200 o/h Kepala tukang 0.0150 o/h Mandor

1 2 3

1 2 369 1 M' PASANGAN PLINT KERAMIK 10/60

0.6820 Bh Plint Keramik 10/60 cm 1.9200 Kg Semen 0.0090 M3 Pasir 0.3240 Kg Semen Warna 0.1400 o/h Pekerja 0.0700 o/h Tukang batu 0.0070 o/h Kepala tukang 0.0070 o/h Mandor

Jumlah Lt 1 x70 1 M' PASANGAN BORDER KERAMIK 6/20

5.3000 Bh List Keramik 6/20 cm 1.1400 Kg Semen 0.0030 M3 Pasir 0.1000 Kg Semen Warna 0.0900 o/h Pekerja 0.0900 o/h Tukang batu 0.0090 o/h Kepala tukang 0.0050 o/h Mandor

Jumlah Lt 1 x71 1 M2 PASANGAN DINDING KERAMIK 20/25

21.6000 Bh Tegel keramik 20/25 cm 9.3000 Kg Semen 0.0180 M3 Pasir 1.9400 Kg Semen Warna 0.9000 o/h Pekerja 0.4500 o/h Tukang batu 0.0450 o/h Kepala tukang 0.0450 o/h Mandor

Jumlah Lt 1

1 2 372 1 M2 PASANGAN LANTAI KERAMIK (Granito) 60/60 (SNI 7395:2008)

3.1000 Bh Keramik 60/60 cm 0.0450 M3 Pasir 9.6000 Kg Semen 1.6200 Kg Semen Warna 0.7000 o/h Pekerja 0.3500 o/h Tukang batu 0.0350 o/h Kepala tukang 0.0350 o/h Mandor

Jumlah Lt 1 Jumlah Lt 2 X

1 M 2 PASANG LANTAI GRANITO 60 x 60 1.0500 M2 Granito 60 x 60 cm 2.0000 Bh Pacu Pancing 60 x 230 12.4400 Kg Semen Portland 0.0250 M3 Pasir Pasang 1.5000 Kg Semen Warna 0.5200 h.o Pekerja 0.6500 h.o Tukang Batu 0.0650 h.o Kepala Tukang 0.0350 h.o Mandor

Jumlah Lt 3 X

1 2 373 1 M2 PASANG DINDING GRANIT 30/60

1.0600 M2 Granit 3.0030 Bh Paku 12 0.0250 M3 Pasir 12.4400 Kg Semen 0.6500 Kg Semen Warna 1.3000 o/h Pekerja 0.6500 o/h Tukang batu 0.0650 o/h Kepala tukang 0.0650 o/h Mandor

Jumlah Lt 1

74 1 M2 PASANGAN LANTAI KERAMIK 40/40 6.6300 Bh Keramik 40/40 cm 0.0450 M3 Pasir 8.1900 Kg Semen 1.6200 Kg Semen Warna 0.7000 o/h Pekerja 0.3500 o/h Tukang batu 0.0350 o/h Kepala tukang 0.0350 o/h Mandor

Jumlah Lt 1 x


Jumlah Lt 1 x


Jumlah Lt 1 x

77 1 M2 PASANG DINDING LOSTER KERAMIK 30/30

25.0000 Bh Loster Keramik 30/30 9.3000 Kg Semen Pc 0.0180 M3 Pasir Pasang 0.6000 o/h Pekerja 0.1000 o/h Tukang 0.0450 o/h Kepala Tukang 0.0300 o/h Mandor

Jumlah Lt 1 x

Jumlah Lt 2 XJumlah Lt 3 X

78 1 M2 PASANG STIKER SAND BLASTING 1.2000 M2 Stiker Sand Blasting 1.0000 Scht Perekat (sampo 250 mg) 0.0200 o/h Pekerja 0.2000 o/h Tukang 0.0200 o/h Kepala Tukang 0.0025 o/h Mandor

79 1 M2 PASANG WALLPAPER lebar 50 cm 2.2000 M' Wallpaper 0.2500 Kg Lem Wallpaper (perekat) 0.3500 o/h Pekerja 0.1750 o/h Tukang 0.0170 o/h Kepala Tukang 0.0020 o/h Mandor

80 1 M' PASANG BORDER WALLPAPER 1.2000 M' Border Wallpaper 0.1000 Kg Lem Wallpaper 0.2500 o/h Pekerja 0.2500 o/h Tukang 0.0250 o/h Kepala tukang

81 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS81 1 M2 0.15 Ltr Vernis

0.0500 Kg Dempul 0.1000 Lbr Amplas 0.0100 Bh Kuas 0.1600 H.o Pekerja 0.1600 H.o Tukang Cat 0.0160 H.o Kepala Tukang

0.0025 H.o Mandor

1 2 3

0.1500 Ltr Vernis

0.0500 Kg Dempul0.1000 Lbr Amplas0.0100 Bh Kuas0.1600 H.o Pekerja0.1600 H.o Tukang Cat0.0160 H.o Kepala Tukang0.0025 H.o Mandor

82 1 M' PEKERJAAN COMPOUND

1.2000 M' Plester "Cotton Tape"

0.4500 Kg Compound (2 x Lari )

0.0200 o/h Pekerja

0.0630 o/h Tukang

0.0063 o/h Kepala Tukang

0.0025 o/h Mandor

83 1 M2 CAT MINYAK (1 x Lapis Plamur Kayu, 1 x Cat Dasar, 3 x Cat Penutup)

0.2000 Kg Cat Meny 0.1500 Kg Plamur 0.1700 Kg Cat Dasar (Minyak) 0.3500 kg Cat minyak / Cat Penutup 0.2500 o/h Pekerja 0.2500 o/h Tukang cat 0.0250 o/h Kepala tukang 0.0010 o/h Mandor

84 1 M2 CAT PLAFON 0.1100 Kg Cat Plafon 0.0800 o/h Pekerja 0.1100 o/h Tukang cat 0.0110 o/h Kepala tukang 0.0050 o/h Mandor

1 2 3

85 1 M2 CAT DINDING TEMBOK BARU / DINDING DALAM(1 Lapis Plamir, 1 Lapis Cat Dasar, dan 2 lapis cat penutup)

0.1000 Kg Plamur 0.1000 Kg Cat Tembok Dasar 0.2600 Kg Cat Penutup 2 x 0.0200 o/h Pekerja 0.0630 o/h Tukang cat 0.0063 o/h Kepala tukang

0.0025 o/h Mandor 1.0000 Ls Alat Bantu (kuas, amplas, lem,

scafolding)Jumlah Lt 1

86 1 M2 CAT DINDING TEMBOK BARU / LUAR (DULUX)(1 Lapis Plamir, 1 Lapis Cat Dasar, dan 2 lapis cat penutup) 0.1000 Kg Plamur 0.1000 Kg Cat Tembok Luar (Dulux) 0.2600 Kg Cat Penutup 2 x 0.0200 o/h Pekerja 0.0630 o/h Tukang cat 0.0063 o/h Kepala tukang 0.0025 o/h Mandor 1.0000 Ls Alat Bantu (kuas, amplas, lem,

scafolding)

87 1 M2 CAT DASAR 0.3300 Ltr Cat Dasar / Meni 0.0100 Bh Kuas 0.0200 o/h Pekerja 0.2000 o/h Tukang cat 0.0200 o/h Kepala tukang 0.0100 o/h Mandor

88 1 M2 MENCAT DUCO 0.3500 Kg Cat Duco (Nippe) 0.2000 Kg Dempul Isamu Plastik 0.1700 Kg Cat Dasar Abu-abu 1.0000 Lbr Kertas Gosok 1.2500 Kg Thinner 0.3000 Kg Clear 1.0000 Ls Alat Bantu (Kompresor) 0.2500 o/h Pekerja 0.3500 o/h Tukang cat 0.0250 o/h Kepala tukang 0.0010 o/h Mandor

1 2 3

89 1 M2 CAT MELAMIN 0.4000 Kg Wood Filler 1.0000 Kg Thinner 0.3000 Kg Sending 0.3000 Kg Clear

0.5000 0.3000 Kg Pewarna 0.2000 Lbr Kertas gosok 0.2500 o/h Pekerja 0.2500 o/h Tukang 0.0250 o/h Kepala tukang 0.0010 o/h Mandor

90 1 M2 PEKERJAAN RANGKA DINDING PEMISAH / PARTISI (60 x 120) cm KAYU BESI 0.0280 M3 Balok kayu besi 5/10 0.1500 Kg Paku campur 0.1500 o/h Pekerja 0.4500 o/h Tukang 0.0450 o/h Kepala tukang 0.0080 o/h Mandor

91 1 M2 PEKERJAAN RANGKA DINDING Triplex/Dinding Hias60 x 120) cm 0.0160 M3 Balok kayu matoa

0.0804 Kg Paku campur0.0804 o/h Pekerja0.2411 o/h Tukang0.0129 o/h Kepala tukang0.0043 o/h Mandor

92 1 M2 PEKERJAAN RANGKA PLAFON 60/60 0.0163 M3 Balok kayu matoa 0.2500 Kg Paku campur 0.2000 o/h Pekerja 0.3000 o/h Tukang 0.0300 o/h Kepala tukang 0.0100 o/h Mandor

18 1 M2 PEKERJAAN RANGKA PLAFOND 1,00X1,00 M2, HOLLOW 40X40X1,2 MM 2.9360 Kg Hollow 40x40x3,2 mm 1.0000 set assessories 0.0900 o/h Pekerja 0.0150 o/h Tukang 0.0090 o/h Kepala Tukang 0.0005 o/h Mandor

18 1 M2 PEKERJAAN RANGKA PLAFOND 1,00X1,00 M2, HOLLOW 40X40X1,2 MM0.85 0.8500 Bttg Hollow steel 40x40x3,2 mm

1.0000 set assessories 0.0900 o/h Pekerja

0.0150 o/h Tukang 0.0090 o/h Kepala Tukang 0.0005 o/h Mandor

Lantai 2 xLantai 3 x

92 1 Kg PEKERJAAN BESI HOLLOW PADA RANGKA PLAFOND 1.1500 Kg Hollow 40x40x3.2 Mm 1.0000 Ls Bending dan Las 0.0800 Kg Meni Besi 0.0600 o/h Pekerja 0.0600 o/h Tukang 0.0060 o/h Kepala Tukang 0.0030 o/h Mandor 1.0000 Ls Alat Bantu

93 1 M2 PEKERJAAN RANGKA PLAFON KAYU 60/60 PADA DOME 0.0283 M3 Balok kayu matoa 0.4000 Kg Paku campur 1.0000 Ls Perlengkapan/pengikat 0.2700 o/h Pekerja 0.4050 o/h Tukang 0.0405 o/h Kepala tukang 0.0135 o/h Mandor

1 2 3

94 1 M2 PEKERJAAN PLAFON GYPSUM 0.8500 Btg Hollow steel 1.0000 Ls Penggantung 0.3640 Lbr Gypsum Board 0.0700 Doz Sekrup Gypsum 0.3300 o/h Pekerja 0.4186 o/h Tukang 0.0470 o/h Kepala Tukang 0.0155 o/h Mandor

1 2 3


95 1 M2 PEKERJAAN PLAFON GYPSUM (DOME) 0.8500 Btg Hollow steel 1.0000 Ls Perlengkapan/pengikat 0.3640 Lbr Gypsum Board 0.0700 Doz Sekrup Gypsum 0.4950 o/h Pekerja 0.6279 o/h Tukang 0.0705 o/h Kepala Tukang 0.0233 o/h Mandor 1.0000 Ls Alat Bantu

96 1 M2 PEKERJAAN PLAFON TRIPLEKS 6 MM 0.3360 Lbr Tripleks 6 mm 0.0200 Kg Paku Tripleks 0.1000 o/h Pekerja 0.0500 o/h Tukang 0.0050 o/h Kepala Tukang 0.0050 o/h Mandor

97 1 M2 PEKERJAAN DINDING TRIPLEKS 6 MM 0.3670 Lbr Tripleks 6 mm 0.2500 Kg Paku Tripleks 0.1000 o/h Pekerja 0.0500 o/h Tukang 0.0050 o/h Kepala Tukang 0.0050 o/h Mandor


98 1 M2 PEKERJAAN PLAFON LAMBERSERING 13.7500 M' List profil Lambersering 0.2500 Kg Paku campur 0.0210 o/h Pekerja 0.0210 o/h Tukang kayu 0.0020 o/h Kepala tukang 0.0010 o/h Mandor

Lantai 2 x Lantai 3 x

99 1 M2 PLAFON HIAS LAPIS SUNGKAI 0.3670 Lbr Sungkai

0.3600 Lbr Tripleks 6 mm 0.0200 Kg Paku Tripleks 0.2500 Kg Lem Fox kuning 0.0120 M3 Kayu Penggantung 0.1500 Kg Paku Campur 0.2800 o/h Pekerja 0.8000 o/h Tukang 0.0800 o/h Kepala Tukang 0.0140 o/h Mandor

100 1 M2 PLAFON HIAS LAPIS SUNGKAI (DOMB) 0.3670 Lbr Sungkai 0.3600 Lbr Tripleks 6 mm 0.0200 Kg Paku Tripleks 0.2500 Kg Lem Fox kuning 0.0120 M3 Kayu Penggantung 0.1500 Kg Paku Campur 0.3780 o/h Pekerja 1.0800 o/h Tukang 0.1080 o/h Kepala Tukang 0.0189 o/h Mandor 1.0000 Ls Alat Bantu

101 1 M2 PEKERJAAN DINDING GYPSUM BOARD 9 MM/SATU SISI 0.3640 Lbr Gypsum Board 0.1100 Kg Sekrup Gypsum 0.1000 o/h Pekerja 0.0500 o/h Tukang 0.0050 o/h Kepala Tukang 0.0050 o/h Mandor


102 1 M' PEKERJAAN LIST PLAFON PROFIL 1.2000 m' List Plafon 0.0100 kg Paku 0.0500 o/h Pekerja 0.0500 o/h Tukang kayu 0.0050 o/h Kepala tukang 0.0030 o/h Mandor

103 1 M' PEKERJAAN LIST PLAFON KAYU PROFIL LURUS 1.2000 m' List Plafon 5 cm 0.0100 kg Paku 0.0500 o/h Pekerja 0.0500 o/h Tukang kayu 0.0050 o/h Kepala tukang 0.0030 o/h Mandor

104 1 M' PEKERJAAN LIST PLAFON KAYU PROFIL LURUS 1.2000 m' List Plafon 4 cm 0.0100 kg Paku 0.0500 o/h Pekerja 0.0500 o/h Tukang kayu 0.0050 o/h Kepala tukang 0.0030 o/h Mandor

1 2 3.00

105 1 M' PEKERJAAN LIST PROFIL DINDING 1.2000 m' List Profil Dinding 0.1000 Kg Paku Campur 0.0500 o/h Pekerja 0.0500 o/h Tukang Kayu 0.0050 o/h Kepala Tukang 0.0030 o/h Mandor

106 1 M' PEKERJAAN LIST PLINT KAYU 1.0500 m' List Plint Kayu 0.0100 kg Paku 0.0500 o/h Pekerja 0.0500 o/h Tukang kayu 0.0050 o/h Kepala tukang 0.0030 o/h Mandor

1 2 3

107 1 M' PEKERJAAN LIST KODOK 1.0500 m' List Kodok 0.0100 kg Paku 0.0500 o/h Pekerja 0.0500 o/h Tukang kayu 0.0050 o/h Kepala tukang 0.0030 o/h Mandor

108 1 M' PEKERJAAN LIST LD 3 Cm 1.0500 m' List LD 3 cm

0.0100 kg Paku 0.0500 o/h Pekerja 0.0500 o/h Tukang kayu 0.0050 o/h Kepala tukang 0.0030 o/h Mandor

1 2 3

109 1 M3 KUSEN, PINTU DAN JENDELA (Kayu Besi) 1.1000 M3 Balok kayu besi 5/10 1.2500 Kg Paku campur 1.0000 Kg Lem Kayu (Lem Fox Putih) 7.0000 o/h Pekerja 21.0000 o/h Tukang 2.1000 o/h Kepala tukang 0.3500 o/h Mandor

110 1 M2 RANGKA KAYU PINTU / JENDELA KACA 0.0240 M3 Papan Kayu Besi 0.3000 Kg Lem Kayu (Lem Fox Putih) 0.8000 o/h Pekerja 2.4000 o/h Tukang 0.2400 o/h Kepala tukang 0.0400 o/h Mandor

111 1 M2 RANGKA DAUN JENDELA + KACA POLOS 1.0000 M3 Rangka kayu 1.0000 M2 Kaca polos 5 mm

1 2 3

112 1 M2 JENDELA KACA MATI 1.1000 M2 Kaca polos 5 mm 0.0150 o/h Pekerja 0.1500 o/h Tukang 0.0150 o/h Kepala tukang 0.00075 o/h Mandor

113 1 M2 PASANG PINTU PANIL KACA (BENING) 0.0240 M3 Papan Kayu Besi 1.1000 M2 Kaca bening 5 mm 0.3000 Kg Lem Kayu (Lem Fox Putih) 0.3000 o/h Pekerja 2.4000 o/h Tukang 0.2400 o/h Kepala tukang 0.0400 o/h Mandor

114 1 M2 DAUN PINTU PANIL KAYU 0.0400 M3 Papan Kayu Besi 0.5000 Kg Lem Kayu (Lem Fox Putih) 1.0000 o/h Pekerja 3.0000 o/h Tukang 0.3000 o/h Kepala tukang 0.0500 o/h Mandor

115 1 M2 PINTU dan JENDELA JALUSI 0.0640 M3 Papan Kayu Besi 0.5000 Kg Lem Kayu (Lem Fox Putih) 1.0000 o/h Pekerja 3.0000 o/h Tukang 0.3000 o/h Kepala tukang 0.0500 o/h Mandor

116 1 M2 PEKERJAAN VERGOLA KAYU 0.0150 M3 Papan Kayu Besi 0.5000 Kg Lem Kayu (Lem Fox Putih) 1.2800 M2 Finising Kayu 1.0500 m2 Polycarbonat 0.2500 Kg Paku campur 1.0000 o/h Pekerja 3.0000 o/h Tukang 0.3000 o/h Kepala tukang 0.0500 o/h Mandor

117 1 Daun PINTU KACA tebal 12 mm 1.7850 m2 Kaca Polos 1.0000 o/h Pekerja 3.0000 o/h Tukang 0.3000 o/h Kepala Tukang 0.0500 o/h Mandor

118 1 M' PASANG KUSEN ALUMUNIUM

1.1000 m' Profil Alumunium 2.0000 bh Sekrup Fixer 0.0600 Tbg Sealant 0.0430 o/h Pekerja 0.0430 o/h Tukang Khusus Alumunium 0.0043 o/h Kepala tukang 0.0021 o/h Mandor

119 1 M2 PASANG KACA tebal 6 mm 1.1000 m2 Kaca Polos 0.0430 o/h Pekerja 0.0430 o/h Tukang 0.0043 o/h Kepala Tukang 0.0021 o/h Mandor

1 2 3

120 1 Unit PINTU PANIL YANG DIUKIR KHAS PAPUA 2.0400 m2 Pintu Panil Kayu 4.0800 m2 Ukiran Khas Papua 4.0800 m2 Cat Melamin

121 I Unit PINTU UTAMA dan JENDELA KACA ALUMUNIUMLAPIS GRANIT 10.5900 m2 Pasang Dinding Granit 29.6000 m' Kusen Alumunium 29.6000 m' Karet Skoning 7.2300 m2 Kaca Polos 6 mm 2.0000 daun Pintu Kaca Tebal 12 mm 2.0000 Psg Flooring + Asesoris 2.0000 Psg Handle Stainless 2.0000 Bh Kunci

122 I Set PASANG PINTU PANIL UKIRAN dan GERBANGLAPIS GRANIT (PU. 2) 14.4000 m2 Pasang Dinding Granit 7.2000 m2 Pintu Panil yang diukir 12.0000 Bh Engsel Pintu Stainless Steel 2.0000 set Kunci Tanam 4.0000 Psg Handle Pintu 2.0000 Psg Grendel Tanam 4.0000 set Door Closer

123 1 M2 PINTU KM/W DOUBLE TEAKWOOD LAPISALUMUNIUM (210 x 72) 0.0250 M3 Papan Kayu Besi 0.5000 Kg Lem Kayu (Lem Fox Putih) 0.0300 Kg Paku Campur 1.0000 Lbr Teakwood ukuran 90 x 220 cm 0.5000 Lbr Plat Alumunium 90 x 220 cm 0.8000 o/h Pekerja 2.4000 o/h Tukang 0.2400 o/h Kepala tukang 0.0400 o/h Mandor

124 1 M2 PINTU DOUBLE TEAKWOOD (pintu shaft)(150 x 82) 0.0250 M3 Papan Kayu Besi 0.5000 Kg Lem Kayu (Lem Fox Putih) 0.0300 Kg Paku Campur 1.0000 Lbr Teakwood ukuran 90 x 220 cm 0.8000 o/h Pekerja 2.4000 o/h Tukang 0.2400 o/h Kepala tukang 0.0400 o/h Mandor

125 1 Unit PINTU RAK LEMARI DIBAWAH MEJA 0.2400 M2 Pintu Panil 4.0000 Bh Engsel 2.0000 Bh Grendel 1.0000 Bh Kunci Gembok 2.0000 Bh Tarikan 0.5400 M2 Cat Minyak

1 2 3

126 1 Set PASANG PINTU HARMONIKA 1.0000 Set Pintu Harmonika 0.5000 Dos Kawat Las 8.0000 Jam Mesin Las 2.0000 Psg Handle 1.0000 Bh Kunci 2.0000 Bh Gembok 0.0360 M3 Cor 1 : 3 : 5 sekitar Kusen 0.6000 M2 Acian sekitar Kusen 0.6000 M2 Plesteran sekitar Kusen 6.0000 o/h Pekerja 8.0000 o/h Tukang 0.8000 o/h Kepala tukang 0.2000 o/h Mandor

127 1 M2 PASANG TERALIS BESI STRIP 2 x 3 mm

6.1770 Kg Besi Strip 27.0280 Cm Pengelasan 1.6700 o/h Pekerja 1.6700 o/h Tukang 0.0167 o/h Kepala tukang 0.0830 o/h Mandor

128 1 Unit PINTU BESI pada RUANG PANEL 1.5000 Btg Besi Kotak 4 cm 1.2000 Btg Besi Kotak 2 cm 0.2750 Lbr Besi Plat 3 mm 1.1000 Btg Besi Beton Ø 12 mm 1.0000 Set Kunci + Gembok 368.0000 Cm Pengelasan 1.6700 o/h Pekerja 1.6700 o/h Tukang 0.0167 o/h Kepala tukang 0.0830 o/h Mandor

129 1 M3 MEMASANG KONSTRUKSI KUDA-KUDA KONVENSIONAL(Bentangan lebih 6 m')

1.1000 m3 Balok kayu besi 5/10 15.0000 Kg Besi Strip tebal 5 mm 5.6000 Kg Paku campur 4.0000 o/h Pekerja 12.0000 o/h Tukang 1.2000 o/h Kepala Tukang 0.2000 o/h Mandor

130 1 M3 MEMASANG KONSTRUKSI KUDA-KUDA EXPOSE 1.2000 m3 Balok kayu besi 5/10

15.0000 Kg Besi Strip tebal 5 mm 5.6000 Kg Paku campur 6.7000 o/h Pekerja 20.1000 o/h Tukang 2.0100 o/h Kepala Tukang 0.3350 o/h Mandor

1 2 3

131 1 M3 MEMASANG KONSTRUKSI GORDING 1.1000 m3 Balok kayu besi 15.0000 Kg Besi Strip tebal 5 mm 3.0000 Kg Paku campur 2.4000 o/h Pekerja 7.2000 o/h Tukang 0.7200 o/h Kepala Tukang 0.1200 o/h Mandor

132 1 M3 MEMASANG KONSTRUKSI GORDING 1.1000 m3 Balok Kayu Matoa 15.0000 Kg Besi Strip tebal 5 mm 3.0000 Kg Paku campur 2.4000 o/h Pekerja 7.2000 o/h Tukang 0.7200 o/h Kepala Tukang 0.1200 o/h Mandor

135 1 M2 PASANG PELAPIS ALUMUNIUM FOIL 1.0500 M2 Alumunium Foil 0.1500 o/h Pekerja 0.0500 o/h Tukang 0.0050 o/h Kepala Tukang 0.0080 o/h Mandor

136 1 M2 PEKERJAAN GLASS WALL + KAWAT RAM 1.0500 M2 Glass Wall 1.0500 M2 Kawat Ram 0.1500 o/h Pekerja 0.0500 o/h Tukang 0.0050 o/h Kepala Tukang 0.0080 o/h Mandor

133 1 M2 PASANG ATAP ALUMUNIUM (SPANDEK/SUPER DEK) 1.3125 Lbr Atap Super Deck (type lebar 80 cm) 0.0200 Kg Paku Atap 0.1500 o/h Pekerja 0.7500 o/h Tukang 0.0080 o/h Kepala tukang 0.0060 o/h Mandor

1 1 M2 PEKERJAAN MULTIPLEKS 12 MM Pelapis Atap 0.3360 Lbr Tripleks 12 mm

0.0200 Kg Paku Tripleks 0.2000 Kg Paku Biasa 1/2" - 1" 10.0000 Bj Sekrup Baja 0.1250 Btg Vinil J Channel 0.1000 o/h Pekerja 0.0500 o/h Tukang 0.0050 o/h Kepala Tukang 0.0050 o/h Mandor 1.0000 Ls Alat Bantu

136 I M2 PASANG ATAP GENTENG shingles (Owens) 3.0500 Bdl Genteng Shingles Per Sguare 0.1500 H.o Pekerja

0.2000 H.o Tukuang Kayu 0.0200 H.o Kepala Tukang 0.0015 H.o Mandor 1.0000 Ls Alat Bantu

137 1 M2 PEMASANGAN WATERPROOFING MEMBRANE 2.9000 kg Membrane 0.3000 o/h Pekerja 0.2000 o/h Tukang Kayu 0.0200 o/h Kepala tukang 0.0150 o/h Mandor 1.0000 Ls Alat Bantu

138 1 M2 PASANG PAVING BLOCK 57.0000 Bh Paving Block 0.1000 M3 Pasir Pasang 0.3000 Oh Pekerja 0.2000 Oh Tukang Batu 0.0200 Oh Kepala Tukang 0.0020 Oh Mandor

134 1 M' PASANG NOK ATAP ALUMUNIUM (SPANDEK/SUPER DEK 1.2000 M' Nok Atap 0.0400 Kg Paku Atap 0.1000 o/h Pekerja 1.0000 o/h Tukang 0.0100 o/h Kepala Tukang

0.0100 o/h Mandor

137 1 Kg RANGKA KUDA-KUDA BAJA IWF 1.1500 Kg Besi Baja IWF 0.0600 o/h Pekerja 0.0600 o/h Tukang besi 0.0060 o/h Kepala Tukang 0.0030 o/h Mandor

1 2 3

138 1 Kg PEKERJAAN GORDING CANAL 1.1500 Kg Gording Canal 0.0600 o/h Pekerja 0.0600 o/h Tukang 0.0060 o/h Kepala Tukang 0.0030 o/h Mandor

139 100 Kg PEKERJAAN PERAKITAN KUDA-KUDA BAJA 1.0000 Ltr Solar 0.1000 Ltr Minyak Pelumas 0.1000 o/h Pekerja 0.1000 o/h Tukang 0.0010 o/h Kepala Tukang 0.0050 o/h Mandor 0.8000 Jam Sewa Alat

140 1 Kg PEKERJAAN KUDA-KUDA BAJA 1.0000 Kg Besi Baja (IWF/Siku) 1.0000 Kg Perakitan

141 I Unit UPAH SETTING KUDA-KUDA BAJA 3.9650 m3 Balok Kayu Matoa

9.9125 kg Paku Campur 24.0000 o/h Pekerja

4.0000 o/h Tukang Las 6.0000 o/h Tukang Kayu 2.0000 o/h Kepala Tukang 0.6000 Ls Mandor

142 1 M' PAPAN LISTPLANK KAYU BESI 3/30

0.0110 M3 Papan kayu besi 0.0500 Kg Paku Campur 0.1000 o/h Pekerja 0.2000 o/h Tukang 0.0200 o/h Kepala tukang 0.0050 o/h Mandor

143 1 M2 PASANG PAVING BLOCK 57.0000 Bh Paving Block 0.1000 M3 Pasir Pasang 0.3000 Oh Pekerja 0.2000 Oh Tukang Batu 0.0200 Oh Kepala Tukang 0.0020 Oh Mandor

144 10 CM PENGELASAN DENGAN LAS LISTRIK 0.4000 Dos Kawat Las Listrik 0.3000 Ltr Solar 0.0400 Ltr Minyak Pelumas 0.0400 o/h Pekerja 0.0200 o/h Tukang 0.0020 o/h Kepala tukang 0.0020 o/h Mandor 0.1700 Jam Sewa Alat

145 1 M' PEKERJAAN TRUNKING CABLE 4.0000 Kg Besi Siku 40.40.3

1.9000 Kg Besi Beton dia. 10 8.0000 Cm Pengelasan


146 1 M' PASANG RAILING TANGGA STAINLESS 0.3990 m' Pipa Stainless Ø 3 " 1.0000 m' Pipa Stainless Ø 2 ½ "

11.7500 m' Pipa Stainless Ø 1 " 0.1570 bh Ring Kaki Ø 3 " 10.0000 bh Ring Kaki Ø 1 " 0.1578 bh Bola Ø 4 "

0.3157 bh Cincin Ø 3 " 15.0000 bh Cincin Ø 1 " 10.0000 bh Dina Bolt 279.7500 cm Pengelasan


147 1 M' PASANG RAILING BALKON STAINLESS 1.1000 m' Pipa Stainless Ø 2 ½ " 0.5000 m' Pipa Stainless Ø 2 " 0.1570 bh Ring Kaki Ø 2 " 2.0000 bh Dina Bolt 39.5000 cm Pengelasan 1.2000 o/h Pekerja 1.2000 o/h Tukang 0.1200 o/h Kepala tukang 0.0060 o/h Mandor

148 1 M' PAGAR STAINLESS STEEL 2.4000 m' Pipa Stainless Ø 2 " 6.3000 m' Pipa Stainless Ø 1 ½ " 1.2000 m' Pipa Stainless Ø ½ " 171.3000 cm Pengelasan 1.6700 o/h Pekerja 1.6700 o/h Tukang 0.1670 o/h Kepala tukang 0.0830 o/h Mandor

149 1 Unit PINTU GERBANG STAINLESS STEEL (Panjang 4,25 m) 8.9250 m' Pipa Stainless Ø 2 " 26.7750 m' Pipa Stainless Ø 1 ½ " 5.1000 m' Pipa Stainless Ø ½ " 1.0000 lbr Plat Stainless (Double) 3.0000 bh Roda 928.0000 cm Pengelasan 7.0975 o/h Pekerja 7.0975 o/h Tukang 0.7097 o/h Kepala tukang 0.3527 o/h Mandor

150 1 M' SALURAN Type 1 (Tepi Pagar) 0.4095 m3 Galian Tanah 0.1023 m3 Urugan Tanah kembali

0.0300 m3 Pasir Urug 0.0900 m3 Pondasi Batu Kali 0.0400 m3 Cor Lantai Rabat 1.6000 m2 Plesteran 1 : 3 1.0000 m2 Acian

151 1 M' SALURAN Type 2 (dari Halaman ke Saluran type 1) 0.2500 m3 Galian Tanah 0.0625 m3 Urugan Tanah kembali 0.0250 m3 Pasir Urug 0.2250 m3 Cor Rabat Bertulang 0.8000 m2 Bekisting Dinding Cor 1.2000 m2 Plesteran 1 : 3 1.2000 m2 Plesteran Beton 48.9780 kg Besi Grill (Penutup saluran)

152 1 M' SALURAN DITEPI JALAN Type 3 0.9600 m3 Galian Tanah 0.2400 m3 Urugan Tanah kembali 0.1200 m3 Pasir Urug 0.2400 m3 Lapisan Batu Kosong 0.4800 m3 Pondasi Batu Gunung 0.1200 m3 Cor Lantai Rabat 3.0000 m2 Plesteran 1 : 3 3.0000 m2 Acian

153 1 M' PASANG KAWAT DURI pada PAGAR KELILING 1.2000 m' Besi Siku 50.50.5 7.7000 m' Kawat Duri 0.4000 m2 Cat Minyak pada Besi Siku

154 1 M' PROFIL BETON LIST PLANK 12.50000 Kg Semen PC 25.0000 Bh Paku beton 0.0010 M3 Pasir pasang 0.7500 o/h Pekerja 1.0000 o/h Tukang 0.5000 o/h Kepala tukang 0.1000 o/h Mandor

155 1 M' PEKERJAAN SALURAN KELILING BANGUNAN 0.1000 m3 Cor Rabat 1 Pc : 3 Psr : 5 Krl 2.2000 m2 Plesteran 1 Pc : 3 Psr 2.2000 m2 Acian

156 1 M' PEK. SALURAN PEMBUANGAN KE RIOL KOTA 0.2500 m3 Beton bertulang 1.7000 m2 Plesteran 1 Pc : 3 Psr

157 1 Unit PEKERJAAN SEPTICTANK & REMBESAN 21.3650 M3 Galian tanah 6.4095 M3 Urugan tanah kembali

0.3800 M3 Urugan Pasir 1.2190 M3 Pasangan Pondasi Batu Kali 1 : 4

2.2240 M3 Pasangan Tembok 1 pc : 4 psr 0.2180 M3 Cor rabat 1 pc : 3 psr : 5 krl 0.5500 M3 Sloof, Kolom, Ringbalk

0.4200 M3 Beton Plat Penutup 25.0000 M2 Plesteran 1 pc : 2 psr

0.4480 M3 Urugan Kerikil 0.5220 M3 Pekerjaan Ijuk 4.0000 M' Pipa PVC Ø 4 " 1.0000 Bh Pipa Udara Gip. Ø 2 "

158 1 M2 PEKERJAAN LAPISAN BATU PECAH 5/7 0.0600 M3 Batu Pecah 5/7 0.2000 o/h Pekerja 0.0190 o/h Mandor 0.0045 hari Mesin Gilas (Wales)

159 1 M3 PEKERJAAN LAPISAN SIRTU 1.2000 M3 Sirtu 0.3000 o/h Pekerja 0.0100 o/h Mandor 0.0045 hari Mesin Gilas (Wales)

1 2 3

160 100 M2 PEKERJAAN LAPISAN PENETRASI (LAPEN) tebal 6 cm 3.6000 M3 Batu Pecah 3/5 2.4000 M3 Batu Pecah 2/3 1.2000 M3 Batu Pecah 1/2 2.0000 M3 Pasir Pasang 120.0000 Kg Aspal 1.0000 M3 Kayu Bakar 7.5000 o/h Pekerja

0.3750 o/h Mandor 0.6600 hari Mesin Gilas (Wales)

161 1 UNIT GROUND RESERVOAR BAWAH WING KANAN BANGUNAN 14.0000 M3 Galian Tanah Pondasi / Bak 1.2000 M3 Urugan Tanah kembali 2.1200 M3 Pondasi Poer Plat 0.3600 M3 Sloof Beton Bertulang 15/20 0.2160 M3 Kolom Beton Bertulang 25/25 3.6800 M3 Plat Dinding & Lantai tebal 10 cm 0.8000 M3 Plat Penutup tebal 12 cm 0.2880 M3 Balok Beton 20/30 0.8000 M3 Lantai Cor 1 : 3 : 5 tebal 10 cm 8.0000 M2 Plester pada Plat Lantai 36.8000 M2 Plesteran Bak Air 32.0000 M2 Pasang Keramik 20/20 1.0000 Unit Tangga Besi turun ke Reservoar 1.0000 Unit Pintu Besi Bak Kontrol 50/50 + Acc

162 100 M2 LAPISAN ASPAL GORENG tebal 3 cm (LATASIR) 0.8000 M3 Abu Batu / Filter 2.4000 M3 Batu Pecah 2/3 1.2000 M3 Batu Pecah 1/2 2.0000 M3 Pasir Kasar 120.0000 Kg Aspal 1.0000 M3 Kayu Bakar 7.5000 o/h Pekerja 0.3750 o/h Mandor 0.6600 hari Mesin Gilas (Wales)

163 1 Unit KUDA-KUDA PIPA dia. 3 " (K. 5) 18.0000 M' Pipa Gip dia. 3 "

2.0000 Bh Besi Plat Dudukan Kuda-kuda 0.4000 Bh Besi Plat Penghubung Dudukan 8.0000 Bh Baut Anker Dudukan Kuda-kuda 1.0000 Dos Kawat Las 8.0000 Jam Sewa Mesin Las 3.0000 o/h Pekerja 4.0000 o/h Tukang 0.4000 o/h Kepala Tukang 0.1000 o/h Mandor

164 1 Unit KUDA-KUDA PIPA dia. 2 " (K. 4) 15.0000 M' Pipa Gip dia. 2 "

2.0000 Bh Besi Plat Dudukan Kuda-kuda 4.0000 Bh Baut Anker Dudukan Kuda-kuda 0.7500 Dos Kawat Las

6.0000 Jam Sewa Mesin Las 2.5000 o/h Pekerja 3.0000 o/h Tukang 0.3000 o/h Kepala Tukang 0.1000 o/h Mandor

165 1 M' GORDING PIPA MEDIUM dia. 1 ½ " 1.0500 M' Pipa Gip dia. 1 ½ "

0.2000 o/h Pekerja 0.2000 o/h Tukang 0.0200 o/h Kepala Tukang 0.0010 o/h Mandor

166 1 M2 PASANG ATAP POLYCARBONAT 1.1000 M' Atap Polycarbonat 0.2500 Tbg Silent 12.0000 Bh Sekrup 0.1500 o/h Pekerja 0.2000 o/h Tukang 0.0250 o/h Kepala tukang 0.0050 o/h Mandor

1 2 3

167 1 M' PEKERJAAN PIPA GIP Ø ½ " 1.2000 M' Pipa Gip Ø ½ "

% Perlengkapan (35 % Harga Pipa) 0.0540 o/h Pekerja 0.0900 o/h Tukang 0.0090 o/h Kepala Tukang 0.0270 o/h Mandor

168 1 M' PEKERJAAN PIPA GIP Ø ¾ " 1.2000 M' Pipa Gip Ø ¾ "

% Perlengkapan (35 % Harga Pipa) 0.0540 o/h Pekerja 0.0900 o/h Tukang

0.0090 o/h Kepala Tukang 0.0270 o/h Mandor

169 1 M' PEKERJAAN PIPA GIP Ø 1 " 1.2000 M' Pipa Gip Ø 1 "


170 1 M' PEKERJAAN PIPA GIP Ø 1 ¼ " 1.2000 M' Pipa Gip Ø 1 ¼ "


171 1 M' PEKERJAAN PIPA GIP Ø 1 ½ " 1.2000 M' Pipa Gip Ø 1 ½ "







% Perlengkapan (35 % Harga Pipa) 0.1350 o/h Pekerja

0.2250 o/h Tukang 0.0225 o/h Kepala Tukang 0.0068 o/h Mandor

175 1 M' PEKERJAAN PIPA PVC Ø 6 " 1.2000 M' Pipa PVC Ø 6 "








179 1 M' PEKERJAAN PIPA PVC Ø 1 ½ " 1.2000 M' Pipa PVC Ø 1 ½ "




181 1 Set POMPA AIR MANCUR + INSTALASI

84.2000 m' Pipa PVC (AW) dia. 2 "

15.0000 m' Pipa Gip dia. ¾ "

3.0000 bh Nozzle Air Mancur (keatas)

6.0000 bh Nozzle Air Mancur (ke kolam)

2.0000 unit Pompa (Pressure Pump)

110.2000

253.a 1 UNIT PEMBUATAN KOLAM AIR MANCUR

1 98.1944 M3 Galian Tanah

2 14.2523 M3 Urugan Pasir

3 1.2724 M3 Sloof Beton Bertulang 15/20

4 58.0521 M3 Pas Batu Kali

5 52.7564 M3 Lantai Cor 1 : 3 : 5 tebal 7 cm

6 33.9313 M2 Plester 1;2

7 111.9906 m2 Keramik Lantai 20/20

8 45.0447 M2 Pasang dinding 20/25

9 48.8406 m Kanstin beton

181 All IN PEK. INSTALASI PIPA AIR BERSIH Lantai 1 (Total 210 m) 18.00 m Pipa GIP medium Ø 1 ¼ " 12.00 m Pipa GIP medium Ø 2 " 25.00 m Pipa GIP medium Ø 1 " 35.00 m Pipa GIP medium Ø ¾ " 120.00 m Pipa GIP medium Ø ½ " 12.00 bh Knie GIP Ø 1 ½ " 15.00 bh Knie GIP Ø 1 " 90.00 bh Knie GIP Ø ½ " 2.00 bh Testik GIP Ø 2 " 5.00 bh Testik GIP Ø 1 ½ " 7.00 bh Testik GIP Ø 1 ½ " x ¾ " 10.00 bh Testik GIP Ø 1 " x ½ " 35.00 bh Testik GIP Ø ½ " 7.00 bh Sock GIP Ø 1 ½ " 10.00 bh Sock GIP Ø 1 " 20.00 bh Sock GIP Ø ½ " 5.00 bh Double Nepple Ø 1 ½ " 7.00 bh Double Nepple Ø 1 " 50.00 bh Double Nepple Ø ½ " 3.00 bh Over sock GIP Ø 1 ½ " x 1 " 5.00 bh Over sock GIP Ø 1 " x ½ " 2.00 bh Over sock GIP Ø 2 " x 1 ½ " 4.00 bh Water Mor Ø 2 " 4.00 bh Water Mor Ø 1 ½ " 5.00 bh Water Mor Ø 1 " 25.00 bh Water Mor Ø ½ " 2.00 bh Boult Valve Ø 1 ½ " 1.00 bh Boult Valve Ø 2 "

182 All IN PEK. INSTALASI PIPA AIR BERSIH Lantai 2 45.00 m Pipa GIP mediumØ 1 ¼ " 75.00 m Pipa GIP mediumØ 1 " 315.00 m Pipa GIP mediumØ ½ " 10.00 bh Knie GIP Ø 1 ¼ " 17.00 bh Knie GIP Ø 1 " 200.00 bh Knie GIP Ø ½ " 7.00 bh Testik GIP Ø 1 ¼ " x 1 " 12.00 bh Testik GIP Ø 1 " x ½ " 30.00 bh Testik GIP Ø ½ " 10.00 bh Sock GIP Ø 1 ¼ " 20.00 bh Sock GIP Ø 1 " 40.00 bh Sock GIP Ø ½ " 10.00 bh Double Nepple Ø 1 ¼ " 15.00 bh Double Nepple Ø 1 " 30.00 bh Double Nepple Ø ½ " 3.00 bh Over sock GIP Ø 1 ½ " x 1 " 2.00 bh Over sock GIP Ø 1 " x ½ " 4.00 bh Water Mor Ø 1 ¼ " 6.00 bh Water Mor Ø 1 " 30.00 bh Water Mor Ø ½ " 2.00 bh Boult Valve Ø 1 ¼ " 70.00 dos Seal tape

183 All IN PEK. INSTALASI PIPA AIR BERSIH Lantai 3 25.00 m Pipa GIP mediumØ 3 " 6.00 m Pipa GIP mediumØ 1 ¼ " 12.00 m Pipa GIP mediumØ 1 " 70.00 m Pipa GIP mediumØ ½ " 6.00 bh Knie GIP Ø 1 ¼ " x ½ " 10.00 bh Knie GIP Ø 1 " 35.00 bh Knie GIP Ø ½ " 2.00 bh Testik GIP Ø 2 " 10.00 bh Testik GIP Ø 1 " x ½ " 15.00 bh Testik GIP Ø ½ " 2.00 bh Sock GIP Ø 1 ¼ " 3.00 bh Sock GIP Ø 1 " 15.00 bh Sock GIP Ø ½ " 5.00 bh Double Nepple Ø 1 ¼ " 7.00 bh Double Nepple Ø 1 " 12.00 bh Double Nepple Ø ½ " 3.00 bh Over sock GIP Ø 1 ¼ " x 1 " 4.00 bh Over sock GIP Ø 1 " x ½ " 2.00 bh Water Mor Ø 2 " 4.00 bh Water Mor Ø 1 " 15.00 bh Water Mor Ø ½ " 2.00 bh Boult Valve Ø 3 " 1.00 bh Boult Valve Ø 1 ¼ " 50.00 dos Seal tape

184 All IN PEK. INSTALASI PIPA AIR KOTOR Lantai 1 80.00 m Pipa PVC AW Ø 4 " 70.00 m Pipa PVC AW Ø 3 " 30.00 m Pipa PVC AW Ø 2 " 12.00 m Pipa PVC AW Ø 1 ½ " 12.00 m Pipa PVC AW Ø 1 " 35.00 bh Knie PVC Ø 4 " 20.00 bh Knie PVC Ø 2 " 10.00 bh Knie PVC Ø 1 ½ " 40.00 bh Knie PVC Ø 1 " 10.00 bh Testik PVC Ø 4 " x 2 " 8.00 bh Ty 90 º Ø 4 " 12.00 bh Ty 90 º Ø 2 " 8.00 bh Ty 90 º Ø 4 " x 2 " 5.00 bh Over sock PVC Ø 4 " x 2 " 5.00 bh Over sock PVC Ø 2 " x 1 ½ " 6.00 bh Over sock PVC Ø 2 " x 1 " 15.00 bh Knie PVC 45 º Ø 4 " 20.00 bh Knie PVC 45 º Ø 2 " 30.00 bh Knie PVC type D Ø 3 " 10.00 bh Testik PVC type Ø 3 " 3.00 klg Lem Pipa PVC merk Wavin 500 Gram

1 2 3

185 All IN PEK. INSTALASI PIPA AIR KOTOR Lantai 2 350.00 m Pipa PVC AW Ø 4 " 100.00 m Ø 3 " 120.00 m Ø 2 " 80.00 m Ø 1 ½ " 25.00 m Ø 1 " 50.00 bh Knie PVC Ø 3 " 75.00 bh Ø 2 " 25.00 bh Ø 1 ½ " 30.00 bh Ø 1 " 37.00 bh Testik PVC Ø 4 " x 2 " 15.00 bh Ø 4 " 15.00 bh Ø 3 " x 2 " 20.00 bh Ø 1 ½ " 12.00 bh Ty 90 º Ø 4 " 20.00 bh Ø 2 " 25.00 bh Ø 3 " x 2 " 10.00 bh Over sock PVC Ø 3 " x 2 " 15.00 bh Ø 2 " x 1 ½ " 10.00 bh Ø 2 " x 1 " 15.00 bh Knie PVC 45 º Ø 4 "

25.00 bh Ø 2 " 30.00 bh Shock Drat Dala Ø 2 " 45.00 bh Knie PVC type D Ø 3 " 25.00 bh Testik PVC type Ø 3 " 10.00 klg Lem Pipa PVC merk Wavin 500 Gram

186 All IN PEK. INSTALASI PIPA AIR KOTOR Lantai 3 30.00 m Pipa PVC AW Ø 4 " 15.00 m Type D Ø 3 " 25.00 m Type D Ø 2 " 8.00 m Type D Ø 1 ½ " 4.00 m Type D Ø 1 " 20.00 bh Knie PVC Ø 3 " 20.00 bh Knie PVC Ø 2 " 10.00 bh Knie PVC Ø 1 ½ " 5.00 bh Knie PVC Ø 1 " 2.00 bh Testik PVC Ø 4 " x 2 " 3.00 bh Ty 90 º Ø 4 " 4.00 bh Ty 90 º Ø 3 " x 2 " 3.00 bh Ty 90 º Ø 1 ½ " 2.00 bh Over sock PVC Ø 4 " 4.00 bh Over sock PVC Ø 2 " 2.00 bh Over sock PVC Ø 3 " x 2 " 4.00 bh Knie PVC 45 º Ø 3 " x 2 " 6.00 bh Knie PVC 45 º Ø 2 " x 1 ½ " 6.00 bh Knie PVC 45 º Ø 2 " x 1 " 5.00 bh Shock Drat Dala Ø 4 " 6.00 bh Knie PVC type D Ø 2 " 2.00 bh Testik PVC type Ø 2 "

187 1 Set KUNCI TANAM 1.0000 Bh Kunci Tanam 0.0600 o/h Pekerja 0.6000 o/h Tukang 0.0600 o/h Kepala Tukang 0.0030 o/h Mandor

188 1 Set KUNCI TANAM RUANGAN 1.0000 Bh Kunci Pintu Ruangan

0.0100 o/h Pekerja0.5000 o/h Tukang0.0100 o/h Kepala Tukang0.0050 o/h Mandor

189 1 Bh PASANG KUNCI CYLINDER

1.0000 Bh Kunci Cylinder0.0050 o/h Pekerja0.5000 o/h Tukang Kayu0.0050 o/h Kepala tukang

0.00025 o/h Mandor

190 1 Bh HAK ANGIN 1.0000 Bh Hak Angin0.0150 o/h Pekerja0.1500 o/h Tukang0.0150 o/h Kepala Tukang

0.00075 o/h Mandor

191 1 Bh ENGSEL PINTU 1.0000 Bh Engsel Pintu0.0150 o/h Pekerja0.1500 o/h Tukang0.0150 o/h Kepala Tukang

0.00075 o/h Mandor

192 1 Bh ENGSEL PINTU1.0000 Bh Engsel Pintu0.0150 o/h Pekerja0.1500 o/h Tukang0.0150 o/h Kepala Tukang

0.00075 o/h Mandor

193 1 Psg GRENDEL + GEMBOK PINTU 1.0000 Bh Grendel 1.0000 Bh Gembok 0.0150 Oh Pakerja 0.1500 Oh Tukang Kayu 0.0150 Oh Kepala Tukang Kayu 0.00075 Oh Mandor

194 1 Bh ENGSEL JENDELA 1.0000 Bh Engsel Jendela0.0100 o/h Pekerja0.1000 o/h Tukang0.0100 o/h Kepala Tukang0.0005 o/h Mandor

195 1 Bh GRENDEL JENDELA 1.0000 Bh Grendel Jendela 0.0150 Oh Pakerja 0.1500 Oh Tukang Kayu 0.0150 Oh Kepala Tukang Kayu

0.00075 Oh Mandor

196 1 Psg PASANG GRENDEL PINTU DOUBLE 1.0000 Psg Grendel Pintu Double 0.0100 o/h Pekerja 0.5000 o/h Tukang Kayu 0.1000 o/h Kepala tukang 0.0050 o/h Mandor

197 1 Psg PASANG HANDLE PINTU DOUBLE 1.0000 Psg Handle Pintu Double 0.0150 o/h Pekerja 0.1500 o/h Tukang Kayu 0.0150 o/h Kepala tukang 0.00075 o/h Mandor

198 1 Bh PASANG DOOR CLOSER 1.0000 Bh Door Closer 0.0500 o/h Pekerja 0.5000 o/h Tukang Kayu 0.0500 o/h Kepala tukang 0.00250 o/h Mandor

199 1 Bh PASANG DOOR STOP 1.0000 Bh Door Stop 0.0100 o/h Pekerja 0.1000 o/h Tukang Kayu 0.0100 o/h Kepala tukang 0.0005 o/h Mandor

200 1 Bh PASANG CLOSED DUDUK 1.0000 Bh Closed Duduk

% Perlengkapan (6 % Harga Closed) 3.3000 o/h Pekerja 1.1000 o/h Tukang 0.0010 o/h Kepala Tukang 0.1600 o/h Mandor

201 1 Bh KLOSET JONGKOK 1.0000 Bh Kloset Jongkok 7.0000 Bh Batu Tela 6.0000 Kg Semen 0.0100 M3 Pasir Pasang 1.0000 o/h Pekerja 1.5000 o/h Tukang 0.3000 o/h Kepala Tukang

0.1100 o/h Mandor

1 2 3

202 1 Bh PASANG BATH TUB 1.0000 Bh Bath Tub

% Perlengkapan (20 % Harga Bak Tub) - o/h Pekerja 0.0750 o/h Tukang 0.7500 o/h Kepala Tukang 0.2500 o/h Mandor

203 1 Bh PASANG WASHTAFEL MEJA 1.0000 Bh Washatfel Meja

% Perlengkapan (12 % Harga Washtafel 6.0000 Kg Semen 0.0100 M3 Pasir Pasang 1.2000 o/h Pekerja 1.4500 o/h Tukang 0.1500 o/h Kepala Tukang 0.1000 o/h Mandor

204 1 Bh PASANG WASHTAFEL GANTUNG 1.0000 Bh Washatfel Gantung

% Perlengkapan (12 % Harga Washtafel 6.0000 Kg Semen 0.0100 M3 Pasir Pasang 1.2000 o/h Pekerja 1.4500 o/h Tukang 0.1500 o/h Kepala Tukang 0.1000 o/h Mandor

205 1 Set PASANG WATER HEATER 1.0000 Set Water Heater

% Perlengkapan (6 % Harga Heater) - o/h Pekerja 0.0750 o/h Tukang 0.7500 o/h Kepala Tukang 0.2500 o/h Mandor

206 1 Unit PASANG TANGKI FIBER GLASS cap 1.5 M3 1.0000 Unit Fiber Glass

% Perlengkapan (12 % Harga Heater) 1.8000 o/h Pekerja 2.7000 o/h Tukang 0.5400 o/h Kepala Tukang

0.1100 o/h Mandor

207 1 Bh PASANG FLOOR DRAIN 1.0000 Bh Floor Drain

% Perlengkapan (12 % Harga F.Drain) 1.6500 o/h Pekerja 0.5500 o/h Tukang 0.0055 o/h Kepala Tukang 0.0800 o/h Mandor

208 1 Bh PASANG URINOIR 1.0000 Bh Urinoir

% Perlengkapan (30 % Harga Urinoir) 6.0000 Kg Semen 0.0100 M3 Pasir Pasang 1.0000 o/h Pekerja 1.0000 o/h Tukang 0.1000 o/h Kepala Tukang 0.1000 o/h Mandor

1 2 3

209 1 Unit PASANG POMPA HISAP 1.0000 Set Pompa Hisap

% Perlengkapan (6 % Harga Pompa) 1.8000 o/h Pekerja 2.7000 o/h Tukang 0.5400 o/h Kepala Tukang 0.1100 o/h Mandor

210 1 Unit PASANG POMPA TEKAN 1.0000 Set Pompa Tekan

% Perlengkapan (6 % Harga Pompa) 1.8000 o/h Pekerja 2.7000 o/h Tukang 0.5400 o/h Kepala Tukang 0.1100 o/h Mandor

211 1 m PEKERJAAN SUMUR BOR 1.1000 M Pipa PVC Ø 6 '' 1.1000 m Pipa Gip Ø 1 " 1.1000 m Pipa Gip Ø 1 ¼ "

0.6000 m3 Pekerjaan Tanah 1.0000 unt Sewa alat 1.0000 o/h Pekerja 0.7746 o/h Tukang

0.5000 o/h Kepala tukang 0.0500 o/h Mandor

212 1 Unit MEMASANG 1 BUAH TUTUP MEN HOLE SUMUR BOR 0.6240 M³ Galian Tanah 0.0480 M³ Urugan Pasir 0.1000 M³ Urugan Kerikil 1.6800 M2 Pasang Bekisting 1.6800 M³ Beton 1 : 2 : 3 0.2500 H.o Plesteran 1 : 2 +Acian 1.0000 Ls Penutup Plat Besi + Rangka

213 1 TITIK INSTALASI LAMPU / PENERANGAN 4.5000 m Kabel NYM 3 X 2,5 mm2 10.0000 m Kabel NYM 2 X 2,5 mm2 5.0000 m Pipa PVC Clipsal 3/4" 3.5000 m Pipa PVC Maspion 5/8" 2.0000 bh T.Doos PVC 3/4 2.0000 bh Elbo PVC Clipsal 4.0000 bh Klem PVC Clipsal 1.0000 bh Sock PVC Clipsal 3/4 3.0000 bh Las Dop Legrand 4 mm2 0.2500 Rol Isolasi Unibel 0.7500 o/h Pekerja 0.5000 o/h Tukang Listrik 0.0500 o/h Kepala Tukang 0.0100 o/h Mandor

214 1 TITIK INSTALASI STOP KONTAK / POWER OUTLET 12.0000 m Kabel NYM 3 x 2,5 mm2 12.0000 m Pipa PVC Clipsal 3/4" 3.5000 m Pipa PVC Maspion 5/8 2.0000 bh T.Doos PVC 3/4 2.0000 bh Elbo PVC Clipsal 4.0000 bh Klem PVC Clipsal 3.0000 bh Sock PVC Clipsal 3/4 3.0000 bh Las Dop Legrand 4 mm2 0.2500 Rol Isolasi Unibel 0.7500 o/h Pekerja 0.5000 o/h Tukang Listrik 0.0500 o/h Kepala Tukang 0.0100 o/h Mandor

215 1 TITIK INSTALASI AC 1 PHASE 30.0000 m Kabel NYM 3 x 4 mm2 30.0000 m Pipa Clipsal PVC 3/4 2.0000 bh Elbo Clipsal PVC 3/4 10.0000 bh Sock PVC Clipsal 3/4 30.0000 bh Klem Clipsal PVC 3/4

0.7500 o/h Pekerja 0.5000 o/h Tukang Listrik 0.0500 o/h Kepala Tukang 0.0100 o/h Mandor

216 1 TITIK INSTALASI AC 3 PHASE 30.0000 m Kabel NYM 4 x 4 mm2 30.0000 m Pipa Clipsal PVC 3/4 2.0000 bh Elbo Clipsal PVC 3/4 10.0000 bh Sock PVC Clipsal 3/4 30.0000 bh Klem Clipsal PVC 3/4 0.7500 o/h Pekerja 0.5000 o/h Tukang Listrik 0.0500 o/h Kepala Tukang 0.0100 o/h Mandor

217 1 TITIK INSTALASI SOUND SYSTEM 12.0000 m Kabel NYM HY 3 X 2,5 mm2 12.0000 m Pipa PVC Clipsal 3/4" 5.0000 m Pipa PVC Maspion 5/8" 2.0000 bh T.Doos PVC 3/4 2.0000 bh Elbo PVC Clipsal 3/4 12.0000 bh Klem PVC Clipsal 3/4 3.0000 bh Sock PVC Clipsal 3/4 3.0000 bh Las Dop Legrand 4 mm2 0.2500 Rol Isolasi Unibel 0.7500 o/h Pekerja 0.5000 o/h Tukang Listrik 0.0500 o/h Kepala Tukang 0.0100 o/h Mandor

218 1 TITIK INSTALASI TELEPHONE 35.0000 m Kabel ITC 2 x 2 x 0.6 mm2 35.0000 m Pipa PVC Clipsal 3/4" 5.0000 m Pipa PVC Maspion 5/8 1.0000 bh T.Doos PVC 3/4 3.0000 bh Elbo PVC Clipsal 12.0000 bh Klem PVC Clipsal 10.0000 bh Sock PVC Clipsal 3/4 0.7500 o/h Pekerja 0.5000 o/h Tukang Listrik 0.0500 o/h Kepala Tukang 0.0100 o/h Mandor

7

219 1 TITIK INSTALASI FIRE ALARM 15.0000 m Kabel NYM 2 X 2,5 mm2 15.0000 m Pipa PVC Clipsal 3/4" 1.0000 bh T.Doos PVC 3/4

2.0000 bh Elbo PVC Clipsal 7.0000 bh Klem PVC Clipsal 5.0000 bh Sock PVC Clipsal 3/4 2.0000 bh Las Dop Legrand 4 mm2 0.2500 Rol Isolasi Unibel 0.7500 o/h Pekerja 0.5000 o/h Tukang Listrik 0.0500 o/h Kepala Tukang 0.0100 o/h Mandor

1 2 3220 1 Set GROUNDING PENTANAHAN

3.0000 m' Pipa Gip Ø 2 " 2.0000 o/h Kawat BC 2,5 mm 3.0000 o/h Kabel BC 50 mm 1.0000 o/h Box Pengaman Pasangan Batu Tela 1.0000 o/h Upah Kerja

1 2 3

221 1 M3 GALIAN TANAH dan URUGAN PASIR pada KABELFEEDER / INSTALASI LAMPU JALAN 1.0000 m3 Galian Tanah 0.3000 m3 Pasir Urug 0.6440 m3 Urugan Tanah kembali

222 1 M3 URUGAN TANAH SUBUR 1.2000 M3 Tanah Subur 0.3000 o/h Pekerja 0.0100 o/h Mandor

222 1 M2 TANAM RUMPUT HALAMAN 1.1000 M2 Rumput Halaman 0.5000 Kg Pupuk (TSP) 0.0200 o/h Pekerja 0.2000 o/h Tukang 0.0200 o/h Kepala Tukang 0.0100 o/h Mandor 1.0000 Ls Pemeliharaan selama 1 bulan

223 1 Phn TANAM PALEM RAJA 1.0000 Phn Palem Raja

1.0000 Kg Pupuk (TSP) 0.5000 o/h Pekerja 0.2500 o/h Tukang 0.0250 o/h Kepala Tukang 0.0100 o/h Mandor 1.0000 Ls Pemeliharaan selama 1 bulan

224 1 Phn TANAM PALEM BOTOL 1.0000 Phn Palem Botol 1.0000 Kg Pupuk (TSP) 0.5000 o/h Pekerja 0.2500 o/h Tukang 0.0250 o/h Kepala Tukang 0.0100 o/h Mandor 1.0000 Ls Pemeliharaan selama 1 bulan

1 2 3

225 1 Phn TANAM CEMARA 1.0000 Phn Cemara 1.0000 Kg Pupuk (TSP) 0.5000 o/h Pekerja 0.2500 o/h Tukang 0.0250 o/h Kepala Tukang 0.0100 o/h Mandor 1.0000 Ls Pemeliharaan selama 1 bulan

226 1 M2 PASANG DINDING BATU ALAM 1.0600 M2 Batu alam Palimanan/Batu Candi 3.0030 Bh Paku 12 0.0250 M3 Pasir 12.4400 Kg Semen 0.6500 Kg Semen Warna 1.3000 o/h Pekerja 0.6500 o/h Tukang batu 0.0650 o/h Kepala tukang 0.0650 o/h Mandor

240 1 M 2 PASANG DINDING BATU ALAM ANDHESIT 1.0500 M2 Batu Andhesit 11.7500 Kg Semen Portland 0.0350 M3 Pasir Pasang 0.7200 h.o Pekerja 0.3800 h.o Tukang Batu 0.0350 h.o Kepala Tukang 0.0300 h.o Mandor

241 1 M 2 PASANG DINDING BATU ALAM CANDI 1.0500 M2 Batu Alam Candi 11.7500 Kg Semen Portland 0.0350 M3 Pasir Pasang 0.7200 h.o Pekerja 0.3800 h.o Tukang Batu 0.0350 h.o Kepala Tukang 0.0300 h.o Mandor

242 1 M2 PASANG ALUCOBOND FLAFOND ENTRANCE 1.1000 M2 Alucobond 0.4500 Tb Sealant

3.5000 Kg Besi Siku 40.40.3 8.0000 Cm Pengelasan 8.0000 Bj Ree fet 0.5600 o/h Pekerja 0.5600 o/h Tukang batu 0.0560 o/h Kepala tukang 0.0083 o/h Mandor

243 1 UNIT PEMBUATAN Pembuatan stage Ruang Sidang 90.6867 M3 Urugan tanah 1.8619 M3 Urugan Pasir 8.6209 M3 Pas Dinding bata 27.0000 m Kolom Praktis 51.3900 m Ring Balk Praktis 5.1515 M3 Lantai Cor 1 : 3 : 5 tebal 7 cm 114.9448 M2 Plester 1;3 114.9448 m2 Acian 93.7900 M2 Lantai Keramik 60x60 (Granitto) 28.5750 m2 Keramik tangga (Granitto) 1.0000 Ls Pek. Finising & Assesories

244 1 M 2 PASANG DINDING BATU ALAM ANDHESIT 1.0500 M2 Batu Andhesit 11.7500 Kg Semen Portland 0.0350 M3 Pasir Pasang 0.7200 h.o Pekerja 0.3800 h.o Tukang Batu 0.0350 h.o Kepala Tukang 0.0300 h.o Mandor

245 1 M 2 PASANG DINDING BATU ALAM LIMESTONE 1.0500 M2 Batu Alam Limestone 11.7500 Kg Semen Portland

0.0350 M3 Pasir Pasang 0.7200 h.o Pekerja 0.3800 h.o Tukang Batu 0.0350 h.o Kepala Tukang 0.0300 h.o Mandor

245 1 M 2 PASANG DINDING BATU ALAM CANDI 1.0500 M2 Batu Alam Candi 11.7500 Kg Semen Portland 0.0350 M3 Pasir Pasang 0.7200 h.o Pekerja 0.3800 h.o Tukang Batu 0.0350 h.o Kepala Tukang 0.0300 h.o Mandor

246 1 M 2 PASANG DINDING BATU ANDHESIT SUSUN SIRIH 1.0500 M2 Batu Andhesit Susun Sirih 11.7500 Kg Semen Portland 0.0350 M3 Pasir Pasang 0.7200 h.o Pekerja 0.3800 h.o Tukang Batu 0.0350 h.o Kepala Tukang 0.0300 h.o Mandor

247 1 M 2 PASANG BATU KORAL SIKAT 1.0500 M2 Batu koral sikat 11.7500 Kg Semen Portland 0.0350 M3 Pasir Pasang 0.5000 h.o Pekerja 0.3800 h.o Tukang Batu 0.0350 h.o Kepala Tukang 0.0300 h.o Mandor

248 1 M 2 FLOOR HARDENER FERROVAX 3.0000 Kg Floor Hardener Ferrovax 0.1200 h.o Pekerja 0.1200 h.o Tukang Batu 0.0120 h.o Kepala Tukang 0.0060 h.o Mandor

249 1 M Pas. Tembok garfus atap lantai 3 0.0405 m3 Pas Tela 0.7400 M2 Plester 1;3 0.7400 m2 Acian

250 1 M Pembesaran Kolom Ø 30cm 0.2700 m3 Pas Tela 2.2000 M2 Plester 1;3 2.2000 m2 Acian

251 1 M Pembesaran Kolom Ø 45cm 0.1700 m3 Pas Tela 2.2000 M2 Plester 1;3 2.2000 m2 Acian

252 1 M' PROFIL BETON LIST LEBAR 10 Cm12.5000 Kg Semen PC25.0000 Bh Paku beton

0.0128 M3 Pasir pasang0.7500 o/h Pekerja1.0000 o/h Tukang0.5000 o/h Kepala tukang0.1000 o/h Mandor

LEBAR 15 cmLEBAR 20 cmLEBAR 30 cm

253 1 UNIT PROFIL PADA KOLOM 45 Cm1.8134 m2 Pasangan Batu Tela 1 : 21.0362 m2 Plesteran 1 : 2 + Acian

20.0000 bh Paku Beton Angkur Batu Tela1.7270 m List Profil dia. 55 cm Lebar 10 Cm1.7270 m List Profil dia. 55 cm Lebar 15 Cm2.0410 m List Profil dia. 65 cm Lebar 20 Cm2.0410 m List Profil Bawah dia. 65 cm Lebar 30 Cm

254 1 m' FLASHING ALCUBOUND PADA ATAP LANTAI 031.5000 m2 Alcubound2.2000 m' Besi Siku 4x4x2 mm1.0000 tube Sealent

16.0000 cm Pengelasan

0.1100 Dos Rifeat

4.0000 Bh Dinabolt

0.3520 Bh Meni Besi

0.7500 o/h Pekerja1.0000 o/h Tukang0.5000 o/h Kepala tukang

0.0750 o/h Mandor

255 1 m PEMBUNGKUS PIPA AIR HUJAN PADA KOLOM 45 CM0.0518 m3 Beton K-1750.7500 m2 Plesteran 1 : 2 + Acian3.0000 Kg Besi Beton0.0450 Kg Kawat0.7500 m2 Bekisting

2.0410 Ls Alat bantu (Scafolding, dll)

256 1 Unit PEKERJAAN ORNAMEN FIBER1.000 Unit Ornamen Fiber0.480 Klg Lem8.000 Bh Paku Beton1.000 Ls Cat Duco1.000 Ls Biaya Pemasangan

1 1 Unit PEMASANGAN SPLIT AC 1 PK 1.0000 Set Ac Panasonik Split 1 PK 15.0000 m Pipa Tembaga 1/4" 15.0000 m Pipa PVC 3/4 5.0000 bh Elbo PVC 3/4 10.0000 bh Sock PVC 3/4 0.2500 Tb Lem Pipa 30.0000 bh Klem Clipsal PVC 3/4 0.5000 Btl Freon Merk DUPON

1.000 Ls Biaya alat dan Pemasangan

1 1 Unit PEMASANGAN SPLIT AC 1,5 PK 1.0000 Set Ac Panasonik Split 1,5 PK 15.0000 m Pipa Tembaga 5/16"

15.0000 m Pipa PVC 3/4 2.0000 bh Elbo PVC 3/4 10.0000 bh Sock PVC 3/4 0.5000 Tb Lem Pipa 30.0000 bh Klem Clipsal PVC 3/4 0.7500 Btl Freon Merk DUPON


1 1 Unit PEMASANGAN SPLIT AC 2 PK 1.0000 Set Ac Panasonik Split 2 PK 15.0000 m Pipa Tembaga 3/"8"

15.0000 m Pipa PVC 3/4 5.0000 bh Elbo PVC 3/4 10.0000 bh Sock PVC 3/4 0.5000 Tb Lem Pipa 30.0000 bh Klem Clipsal PVC 3/4 1.0000 Btl Freon Merk DUPON


1 1 Unit PEMASANGAN AC cassette 5 PK 1.0000 Set Ac Panasonik Cassette 5 PK 15.0000 m Pipa Tembaga 1/2" 15.0000 m Pipa PVC 3/4 5.0000 bh Elbo PVC 3/4 10.0000 bh Sock PVC 3/4 0.5000 Tb Lem Pipa 30.0000 bh Klem Clipsal PVC 3/4 1.0000 Btl Freon Merk DUPON


1 1 Unit PEMASANGAN AC Floor Standing 5 PK 1.0000 Set Ac Panasonik Cassette 5 PK 15.0000 m Pipa Tembaga 1/2" 15.0000 m Pipa PVC 3/4 5.0000 bh Elbo PVC 3/4 10.0000 bh Sock PVC 3/4 0.5000 Tb Lem Pipa 30.0000 bh Klem Clipsal PVC 3/4 1.0000 Btl Freon Merk DUPON


902,163,554.22

ANALISA HARGA SATUAN PEKERJAAN 287,676,391.32

: PEMBANGUNAN GEDUNG DPRD - KABUPATEN MIMIKA (TAHAP III)

HARGA JUMLAHSATUAN ( Rp) HARGA (Rp) BHN UPH

3 4

2,180,000.00 65,400.00 65,400.00

1,600.00 4,000.00 4,000.00

75,000.00 90,000.00 90,000.00

245,000.00 1,225.00 1,225.00

250,000.00 2,250.00 2,250.00

2,180,000.00 156,960.00 156,960.00

21,000.00 1,260.00 1,260.00

80,000.00 32,000.00 32,000.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 2,500.00 2,500.00

Jumlah 379,995.00 321,095.00 58,900.00

2,180,000.00 130,800.00 130,800.00

2,180,000.00 601,680.00 601,680.00

21,000.00 14,700.00 14,700.00

75,000.00 112,500.00 112,500.00

80,000.00 80,000.00 80,000.00

110,000.00 165,000.00 165,000.00

120,000.00 18,000.00 18,000.00

125,000.00 6,250.00 6,250.00

Jumlah 1,128,930.00 859,680.00 269,250.00

2,180,000.00 26,160.00 26,160.00

21,000.00 420.00 420.00

2,180,000.00 15,260.00 15,260.00

80,000.00 8,000.00 8,000.00

110,000.00 11,000.00 11,000.00

120,000.00 1,200.00 1,200.00

125,000.00 625.00 625.00

Jumlah 62,665.00 41,840.00 20,825.00

80,000.00 60,000.00 60,000.00

125,000.00 3,125.00 3,125.00

Jumlah 63,125.00 - 63,125.00

80,000.00 120,000.00 120,000.00

125,000.00 7,500.00 7,500.00

Jumlah 127,500.00 - 127,500.00

80,000.00 20,000.00 20,000.00

125,000.00 1,041.67 1,041.67

Jumlah 21,041.67 - 21,041.67

80,000.00 20,000.00 20,000.00

125,000.00 3,125.00 3,125.00

Jumlah 23,125.00 - 23,125.00

80,000.00 41,280.00 41,280.00

125,000.00 6,250.00 6,250.00

40,000.00 40,000.00 40,000.00

Jumlah 87,530.00 - 87,530.00

175,000.00 210,000.00 210,000.00

80,000.00 24,000.00 24,000.00

125,000.00 1,250.00 1,250.00

Jumlah 235,250.00 210,000.00 25,250.00

210,000.00

180,000.00 216,000.00 216,000.00

80,000.00 24,000.00 24,000.00

125,000.00 1,250.00 1,250.00

Jumlah 241,250.00 216,000.00 25,250.00

250,000.00 300,000.00 300,000.00

80,000.00 24,000.00 24,000.00

125,000.00 1,250.00 1,250.00

Jumlah 325,250.00 300,000.00 25,250.00

500,000.00 600,000.00 600,000.00

180,000.00 77,760.00 77,760.00

80,000.00 62,400.00 62,400.00

110,000.00 42,900.00 42,900.00

120,000.00 4,680.00 4,680.00

125,000.00 4,875.00 4,875.00

Jumlah 792,615.00 677,760.00 114,855.00

500,000.00 600,000.00 600,000.00

1,600.00 260,800.00 260,800.00

235,000.00 122,200.00 122,200.00

80,000.00 120,000.00 120,000.00

110,000.00 82,500.00 82,500.00

120,000.00 9,000.00 9,000.00

125,000.00 9,375.00 9,375.00

Jumlah 1,203,875.00 983,000.00 220,875.00

2,400.00 55,200.00 55,200.00

1,600.00 30,320.00 30,320.00

235,000.00 8,930.00 8,930.00

80,000.00 24,000.00 24,000.00

110,000.00 11,000.00 11,000.00

120,000.00 1,200.00 1,200.00

125,000.00 1,875.00 1,875.00

Jumlah 132,525.00 94,450.00 38,075.00

Untuk 1 M3 1,325,250.00

2,400.00 55,200.00 55,200.00

1,600.00 18,400.00 18,400.00

235,000.00 10,105.00 10,105.00

80,000.00 24,000.00 24,000.00

110,000.00 11,000.00 11,000.00

120,000.00 1,200.00 1,200.00

125,000.00 1,875.00 1,875.00

Jumlah 121,780.00 83,705.00 38,075.00 Untuk 1 M3 1,217,800.00 837,050.00 380,750.00

1,600.00 368,000.00 368,000.00

175.00 156,275.00 156,275.00

185.19 190,185.19 190,185.19

100.00 20,000.00 20,000.00

80,000.00 96,000.00 96,000.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 7,500.00 7,500.00

Jumlah 862,360.19 734,460.19 127,900.00

862,360.19 862,360.19 714,460.19 147,900.00

22,764.00 1,122,948.12 1,050,729.00 72,219.12

Jumlah 1,985,308.31 1,765,189.19 220,119.12

1,600.00 593,600.00 593,600.00

175.00 122,150.00 122,150.00

648.15 678,611.11 678,611.11

100.00 21,500.00 21,500.00

80,000.00 132,000.00 132,000.00

110,000.00 30,250.00 30,250.00

120,000.00 3,360.00 3,360.00

125,000.00 10,375.00 10,375.00

Jumlah 1,591,846.11 1,415,861.11 175,985.00

1,600.00 521,600.00 521,600.00

175.00 133,000.00 133,000.00

648.15 666,944.44 666,944.44

100.00 21,500.00 21,500.00

80,000.00 132,000.00 132,000.00

110,000.00 30,250.00 30,250.00

120,000.00 3,360.00 3,360.00

125,000.00 10,375.00 10,375.00

Jumlah 1,519,029.44 1,343,044.44 175,985.00

3 4

1,600.00 441,600.00 441,600.00

175.00 145,075.00 145,075.00

185.19 187,407.41 187,407.41

100.00 21,500.00 21,500.00

80,000.00 132,000.00 132,000.00

110,000.00 30,250.00 30,250.00

120,000.00 3,360.00 3,360.00

125,000.00 10,375.00 10,375.00

Jumlah 971,567.41 795,582.41 175,985.00

20,000.00 210,000.00 21,000.00

20,000.00 3,000.00 300.00

80,000.00 5,600.00 560.00

110,000.00 7,700.00 770.00

120,000.00 840.00 84.00

125,000.00 500.00 50.00

Jumlah 227,640.00 21,300.00 1,464.00

Untuk 1 Kg 22,764.00 21,300.00 1,464.00

2,180,000.00 87,200.00 87,200.00

21,000.00 6,300.00 6,300.00

12,000.00 1,200.00 1,200.00

80,000.00 41,600.00 41,600.00

110,000.00 28,600.00 28,600.00

120,000.00 3,120.00 3,120.00

125,000.00 3,250.00 3,250.00

Jumlah 171,270.00 94,700.00 76,570.00

2,180,000.00 98,100.00 98,100.00

21,000.00 6,300.00 6,300.00

12,000.00 1,200.00 1,200.00

80,000.00 41,600.00 41,600.00

110,000.00 28,600.00 28,600.00

120,000.00 3,120.00 3,120.00

125,000.00 3,250.00 3,250.00

Jumlah 182,170.00 105,600.00 76,570.00

3 4

2,180,000.00 87,200.00 87,200.00

21,000.00 8,400.00 8,400.00

12,000.00 2,400.00 2,400.00

40,000.00 80,000.00 80,000.00

165,000.00 57,750.00 57,750.00

2,180,000.00 32,700.00 32,700.00

80,000.00 52,800.00 52,800.00

110,000.00 36,300.00 36,300.00

120,000.00 3,960.00 3,960.00

125,000.00 4,125.00 4,125.00

Jumlah 365,635.00 268,450.00 97,185.00

2,180,000.00 87,200.00 87,200.00

21,000.00 8,400.00 8,400.00

12,000.00 2,400.00 2,400.00

40,000.00 80,000.00 80,000.00

165,000.00 57,750.00 57,750.00

2,180,000.00 39,240.00 39,240.00

80,000.00 52,800.00 52,800.00

110,000.00 36,300.00 36,300.00

120,000.00 3,960.00 3,960.00

125,000.00 4,125.00 4,125.00

Jumlah 372,175.00 274,990.00 97,185.00

3 4

2,180,000.00 87,200.00 87,200.00

21,000.00 8,400.00 8,400.00

12,000.00 2,400.00 2,400.00

2,180,000.00 32,700.00 32,700.00

165,000.00 57,750.00 57,750.00

40,000.00 240,000.00 240,000.00

80,000.00 52,800.00 52,800.00

110,000.00 36,300.00 36,300.00

120,000.00 3,960.00 3,960.00

125,000.00 4,125.00 4,125.00

Jumlah 525,635.00 428,450.00 97,185.00

2,180,000.00 65,400.00 21,000.00 8,400.00 12,000.00 1,800.00 2,180,000.00 32,700.00 165,000.00 57,750.00 40,000.00 80,000.00

80,000.00 52,800.00 - 110,000.00 36,300.00 - 120,000.00 3,960.00 - 125,000.00 4,125.00 -

Jumlah 343,235.00

2,180,000.00 65,400.00 65,400.00

21,000.00 8,400.00 8,400.00

12,000.00 2,400.00 2,400.00

2,180,000.00 43,600.00 43,600.00

165,000.00 57,750.00 57,750.00

40,000.00 120,000.00 120,000.00

80,000.00 52,800.00 52,800.00

110,000.00 36,300.00 36,300.00

120,000.00 3,960.00 3,960.00

125,000.00 4,125.00 4,125.00

Jumlah 394,735.00 297,550.00 97,185.00

2,180,000.00 4,360.00 4,360.00

21,000.00 210.00 210.00

20,000.00 60,000.00 60,000.00

20,000.00 900.00 900.00

1,600.00 6,400.00 6,400.00

245,000.00 1,470.00 1,470.00

250,000.00 2,250.00 2,250.00

80,000.00 14,400.00 14,400.00

110,000.00 2,200.00 2,200.00

110,000.00 2,200.00 2,200.00

110,000.00 2,200.00 2,200.00

120,000.00 720.00 720.00

125,000.00 1,125.00 1,125.00

Jumlah 98,435.00 75,590.00 22,845.00

2,180,000.00 6,540.00 6,540.00

21,000.00 420.00 420.00

20,000.00 72,000.00 72,000.00

20,000.00 1,000.00 1,000.00

1,600.00 8,800.00 8,800.00

245,000.00 2,205.00 2,205.00

250,000.00 3,750.00 3,750.00

80,000.00 23,760.00 23,760.00

110,000.00 3,630.00 3,630.00

110,000.00 3,630.00 3,630.00

110,000.00 3,630.00 3,630.00

120,000.00 1,200.00 1,200.00

125,000.00 1,875.00 1,875.00

Jumlah 132,440.00 94,715.00 37,725.00

2,180,000.00 523,200.00 523,200.00

21,000.00 67,200.00 67,200.00

12,000.00 19,200.00 19,200.00

20,000.00 3,150,000.00 3,150,000.00

20,000.00 45,000.00 45,000.00

1,600.00 537,600.00 537,600.00

245,000.00 132,300.00 132,300.00

250,000.00 202,500.00 202,500.00

2,180,000.00 348,800.00 348,800.00

165,000.00 462,000.00 462,000.00

40,000.00 960,000.00 960,000.00

80,000.00 424,000.00 424,000.00

110,000.00 30,250.00 30,250.00

110,000.00 143,000.00 143,000.00

110,000.00 115,500.00 115,500.00

120,000.00 31,440.00 31,440.00

125,000.00 33,125.00 33,125.00

Jumlah 7,225,115.00 6,447,800.00 777,315.00

1,519,029.44 1,488,648.86 1,316,183.56 172,465.30

22,764.00 2,504,040.00 2,343,000.00 161,040.00

182,170.00 2,428,872.61 1,407,964.80 1,020,907.81

80,000.00 40,000.00 40,000.00

Jumlah 6,461,561.47 5,067,148.36 1,394,413.11

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 3,414,600.00 3,195,000.00 219,600.00

525,635.00 4,380,116.46 3,570,273.85 809,842.61

80,000.00 40,000.00 40,000.00

Jumlah 9,426,562.57 8,181,134.96 1,245,427.61

971,567.41 971,567.41 22,764.00 2,504,040.00 365,635.00 3,510,096.00 80,000.00 40,000.00

Jumlah 7,025,703.41

1,591,846.11 1,591,846.11 22,764.00 4,615,492.06 182,170.00 1,202,322.00 80,000.00 40,000.00

Jumlah 7,449,660.17

3 4

1,591,846.11 1,591,846.11 22,764.00 4,640,213.76 182,170.00 1,457,360.00 80,000.00 40,000.00

Jumlah 7,729,419.87

1,591,846.11 1,591,846.11 22,764.00 3,691,478.53 171,270.00 761,209.51

Jumlah 6,044,534.16

1,591,846.11 1,591,846.11 22,764.00 2,353,187.52 171,270.00 622,806.23

Jumlah 4,567,839.86

1,591,846.11 1,591,846.11 22,764.00 2,165,220.62 171,270.00 548,064.00

Jumlah 4,305,130.74

1,591,846.11 1,591,846.11 22,764.00 2,821,233.58 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 7,703,574.84

1,591,846.11 1,591,846.11 22,764.00 2,821,233.58 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 7,703,574.84

1,591,846.11 1,591,846.11 22,764.00 2,821,233.58 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 7,703,574.84

1,591,846.11 1,591,846.11 22,764.00 2,821,233.58 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 7,703,574.84

1,591,846.11 1,591,846.11 22,764.00 4,826,514.34 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 9,708,855.60

1,591,846.11 1,591,846.11 22,764.00 4,826,514.34 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 9,708,855.60

1,591,846.11 1,591,846.11 22,764.00 3,823,828.43 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 8,706,169.69

3 4

1,591,846.11 1,591,846.11 22,764.00 3,823,828.43 365,635.00 3,250,495.15 80,000.00 40,000.00

Jumlah 8,706,169.69

1,591,846.11 1,591,846.11 22,764.00 3,589,154.35 365,635.00 3,714,851.60 80,000.00 40,000.00

Jumlah 8,935,852.06

1,591,846.11 1,591,846.11 22,764.00 3,589,154.35 365,635.00 3,714,851.60 80,000.00 40,000.00

Jumlah 8,935,852.06

1,591,846.11 1,591,846.11 22,764.00 3,420,541.40 365,635.00 4,875,011.46 80,000.00 40,000.00

Jumlah 9,927,398.97

1,591,846.11 1,591,846.11 22,764.00 3,420,541.40

365,635.00 4,875,011.46 80,000.00 40,000.00

Jumlah 9,927,398.97

1,591,846.11 1,591,846.11 22,764.00 2,812,332.85 365,635.00 2,922,154.92 80,000.00 40,000.00

Jumlah 7,366,333.88

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 2,838,295.19 2,655,758.55 182,536.64

171,270.00 342,540.00 189,400.00 153,140.00

Jumlah 4,772,681.31 4,261,019.66 511,661.64

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 3,361,851.26 3,145,643.64 216,207.62

365,635.00 3,046,909.58 2,237,047.54 809,862.04

80,000.00 40,000.00 40,000.00

Jumlah 8,040,606.95 6,798,552.29 1,242,054.66

3 4

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 2,217,932.94 2,075,293.08 142,639.86

365,635.00 2,925,043.44 2,147,573.16 777,470.28

80,000.00 40,000.00 40,000.00

Jumlah 6,774,822.49 5,638,727.35 1,136,095.14

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 2,710,573.22 2,536,250.64 174,322.58

182,170.00 1,214,454.52 703,992.96 510,461.56

80,000.00 40,000.00 40,000.00

Jumlah 5,556,873.85 4,656,104.71 900,769.14

3 4

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 3,705,426.03 3,467,122.41 238,303.62

182,170.00 2,428,909.04 1,407,985.92 1,020,923.12

80,000.00 40,000.00 40,000.00

Jumlah 7,693,364.52 6,218,152.77 1,475,211.75

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 3,469,916.52 3,246,759.00 223,157.52

525,635.00 4,378,539.55 3,568,988.50 809,551.05

80,000.00 40,000.00 40,000.00

Jumlah 9,407,485.51 8,158,791.94 1,248,693.57

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 2,710,584.60 2,536,261.29 174,323.31

372,175.00 3,225,454.64 2,383,200.84 842,253.80

80,000.00 40,000.00 40,000.00

Jumlah 7,567,885.35 6,335,323.24 1,232,562.11

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 4,076,916.30 3,814,721.37 262,194.93

372,175.00 4,960,348.40 3,665,066.72 1,295,281.68

80,000.00 40,000.00 40,000.00

Jumlah 10,669,110.81 8,895,649.20 1,773,461.61

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 2,710,584.60 2,536,261.29 174,323.31

372,175.00 3,225,454.64 2,383,200.84 842,253.80

80,000.00 40,000.00 40,000.00

Jumlah 7,567,885.35 6,335,323.24 1,232,562.11

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 2,710,584.60 2,536,261.29 174,323.31

372,175.00 3,225,454.64 2,383,200.84 842,253.80

80,000.00 40,000.00 40,000.00

Jumlah 7,567,885.35 6,335,323.24 1,232,562.11

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 3,589,386.54 3,358,545.66 230,840.88

372,175.00 4,962,134.84 3,666,386.67 1,295,748.17

80,000.00 40,000.00 40,000.00

Jumlah 10,183,367.50 8,440,793.44 1,742,574.05

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 2,710,584.60 2,536,261.29 174,323.31

372,175.00 3,225,454.64 2,383,200.84 842,253.80

80,000.00 40,000.00 40,000.00

Jumlah 7,567,885.35 6,335,323.24 1,232,562.11

3 4

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 3,247,739.88 3,038,871.00 208,868.88

525,635.00 5,256,350.00 4,284,500.00 971,850.00

80,000.00 40,000.00 40,000.00

Jumlah 10,063,119.32 8,666,415.44 1,396,703.88

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 3,469,916.52 3,246,759.00 223,157.52

525,635.00 4,378,539.55 3,568,988.50 809,551.05

80,000.00 40,000.00 40,000.00

Jumlah 9,407,485.51 8,158,791.94 1,248,693.57

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00 22,764.00 4,807,754.52 4,498,557.87 309,196.65 365,635.00 5,850,160.00 4,295,200.00 1,554,960.00 80,000.00 40,000.00 40,000.00

Jumlah 12,216,943.97 10,136,802.31 2,080,141.65

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00 22,764.00 4,076,916.30 3,814,721.37 262,194.93 182,170.00 2,427,961.76 1,407,436.80 1,020,524.96 80,000.00 40,000.00 40,000.00

Jumlah 8,063,907.51 6,565,202.61 1,498,704.89

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 2,969,286.08 2,778,325.14 190,960.94

171,270.00 570,894.29 315,663.51 255,230.78

Jumlah 5,059,209.81 4,437,033.09 622,176.72

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 2,883,424.82 2,697,985.80 185,439.02

171,270.00 456,708.58 252,527.02 204,181.56

Jumlah 4,859,162.85 4,293,557.26 565,605.59

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 4,076,916.30 3,814,721.37 262,194.93

372,175.00 4,960,348.40 3,665,066.72 1,295,281.68

80,000.00 40,000.00 40,000.00

Jumlah 10,596,294.15 8,822,832.53 1,773,461.61

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 5,457,757.78 5,106,758.07 350,999.71

365,635.00 9,018,094.77 6,621,104.49 2,396,990.28

80,000.00 40,000.00 40,000.00

Jumlah 16,034,881.99 13,070,907.00 2,963,974.99

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 3,705,426.03 3,467,122.41 238,303.62

182,170.00 2,428,909.04 1,407,985.92 1,020,923.12

80,000.00 40,000.00 40,000.00

Jumlah 7,693,364.52 6,218,152.77 1,475,211.75

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 3,705,426.03 3,467,122.41 238,303.62

372,175.00 4,962,283.71 3,666,496.67 1,295,787.04

80,000.00 40,000.00 40,000.00

Jumlah 10,226,739.19 8,476,663.52 1,750,075.67

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 3,821,103.58 3,575,360.49 245,743.09

171,270.00 380,596.19 210,442.34 170,153.85

Jumlah 5,793,545.88 5,201,663.94 591,881.94

3 4

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00 22,764.00 4,579,520.38 4,285,001.94 294,518.44 171,270.00 513,810.00 284,100.00 229,710.00

Jumlah 6,685,176.49 5,984,963.05 700,213.44

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00 22,764.00 3,628,454.12 3,395,100.72 233,353.40 171,270.00 508,363.61 281,088.54 227,275.07

Jumlah 5,728,663.85 5,092,050.37 636,613.48

1,591,846.11 1,591,846.11 22,764.00 3,181,826.72 171,270.00 399,453.02

Jumlah 5,173,125.85

1,591,846.11 1,591,846.11 22,764.00 2,581,080.21 171,270.00 225,425.57

Jumlah 4,398,351.89

1,591,846.11 1,591,846.11 22,764.00 1,743,128.26 171,270.00 181,152.28

Jumlah 3,516,126.65

1,591,846.11 1,591,846.11 22,764.00 2,450,289.64 171,270.00 254,370.20

Jumlah 4,296,505.96

1,591,846.11 1,591,846.11 22,764.00 2,409,715.09 171,270.00 285,335.82

Jumlah 4,286,897.02

1,591,846.11 1,591,846.11 22,764.00 2,605,567.44 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,338,747.83

1,591,846.11 1,591,846.11 22,764.00 3,109,423.54 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,842,603.93

1,591,846.11 1,591,846.11 22,764.00 3,109,423.54 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,842,603.93

1,591,846.11 1,591,846.11 22,764.00 2,605,567.44 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,338,747.83

1,591,846.11 1,591,846.11 22,764.00 3,109,423.54 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,842,603.93

1,591,846.11 1,591,846.11 22,764.00 2,968,225.28 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,701,405.66

3 4

1,591,846.11 1,591,846.11 22,764.00 2,605,567.44 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,338,747.83

1,591,846.11 1,591,846.11 22,764.00 4,380,421.89 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 9,113,602.27

1,591,846.11 1,591,846.11 22,764.00 2,968,225.28 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,701,405.66

1,591,846.11 1,591,846.11 22,764.00 3,715,073.42 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 9,150,994.64

1,591,846.11 1,591,846.11 22,764.00 4,521,642.91 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 9,254,823.30

1,591,846.11 1,591,846.11 22,764.00 4,437,616.44 372,175.00 2,658,371.59 80,000.00 40,000.00

Jumlah 8,727,834.14

1,591,846.11 1,591,846.11 22,764.00 3,715,073.42 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 9,150,994.64

1,591,846.11 1,591,846.11 22,764.00 3,918,847.64 372,175.00 2,658,371.59 80,000.00 40,000.00

Jumlah 8,209,065.34

1,591,846.11 1,591,846.11 22,764.00 4,380,421.89 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 9,113,602.27

1,591,846.11 1,591,846.11 22,764.00 2,737,161.57 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 8,173,082.79

3 4

1,591,846.11 1,591,846.11 22,764.00 4,494,371.64 372,175.00 4,962,134.84 80,000.00 40,000.00

Jumlah 11,088,352.59

1,591,846.11 1,591,846.11 22,764.00 3,842,522.22 372,175.00 4,652,187.50 80,000.00 40,000.00

Jumlah 10,126,555.84

1,591,846.11 1,591,846.11 22,764.00 2,073,397.48 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 6,806,577.86

1,591,846.11 1,591,846.11 22,764.00 2,634,145.37 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,367,325.75

1,591,846.11 1,591,846.11 22,764.00 4,022,603.68 372,175.00 2,658,371.59 80,000.00 40,000.00

Jumlah 8,312,821.38

1,591,846.11 1,591,846.11 22,764.00 3,503,834.88 372,175.00 2,658,371.59 80,000.00 40,000.00

Jumlah 7,794,052.58

1,591,846.11 1,591,846.11 22,764.00 2,262,126.97 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 6,995,307.36

1,591,846.11 1,591,846.11 22,764.00 2,459,713.94 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,192,894.33

1,591,846.11 1,591,846.11 22,764.00 2,742,274.37 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,475,454.75

1,591,846.11 1,591,846.11 22,764.00 3,579,513.80 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 9,015,435.02

3 4

1,591,846.11 1,591,846.11 22,764.00 3,828,039.77 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 9,263,960.99

1,591,846.11 1,591,846.11 22,764.00 3,336,266.80 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 8,193,307.03

1,591,846.11 1,591,846.11 22,764.00 3,336,266.80 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 8,193,307.03

1,591,846.11 1,591,846.11 22,764.00 2,573,750.20 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 7,430,790.42

1,591,846.11 1,591,846.11 22,764.00 3,149,872.89 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 8,006,913.12

1,591,846.11 1,591,846.11 22,764.00 2,810,976.12 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 7,668,016.34

1,591,846.11 1,591,846.11 22,764.00 2,810,976.12 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 7,668,016.34

1,591,846.11 1,591,846.11 22,764.00 3,173,101.28 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 8,030,141.50

1,591,846.11 1,591,846.11 22,764.00 2,487,957.23 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 7,344,997.46

1,591,846.11 1,591,846.11 22,764.00 2,487,957.23 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 7,344,997.46

3 4

1,591,846.11 1,591,846.11 22,764.00 3,261,584.94 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 8,697,506.17

1,591,846.11 1,591,846.11 22,764.00 3,261,584.94 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 8,697,506.17

1,591,846.11 1,591,846.11 22,764.00 2,487,877.56 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 7,923,798.78

1,591,846.11 1,591,846.11 22,764.00 5,695,734.91 372,175.00 4,962,134.84 80,000.00 40,000.00

Jumlah 12,289,715.86

1,591,846.11 1,591,846.11 22,764.00 5,695,734.91 372,175.00 4,962,134.84 80,000.00 40,000.00

Jumlah 12,289,715.86

1,591,846.11 1,591,846.11 22,764.00 3,533,104.83 372,175.00 3,101,334.28 80,000.00 40,000.00

8,266,285.22

1,591,846.11 1,591,846.11 22,764.00 2,262,126.97 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 6,995,307.36

1,591,846.11 1,591,846.11 22,764.00 5,695,734.91 372,175.00 4,962,134.84 80,000.00 40,000.00

Jumlah 12,289,715.86

1,591,846.11 1,591,846.11 22,764.00 4,097,982.11 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 8,831,162.50

1,591,846.11 1,591,846.11 22,764.00 2,332,736.35 372,175.00 3,101,334.28 80,000.00 40,000.00

Jumlah 7,065,916.73

3 4

1,591,846.11 1,591,846.11 22,764.00 2,487,957.23 372,175.00 3,225,194.12 80,000.00 40,000.00

Jumlah 7,344,997.46

1,591,846.11 1,591,846.11 22,764.00 3,806,498.19 372,175.00 2,658,371.59 80,000.00 40,000.00

Jumlah 8,096,715.90

1,591,846.11 1,591,846.11 22,764.00 5,695,734.91 372,175.00 4,962,134.84 80,000.00 40,000.00

Jumlah 12,289,715.86

1,591,846.11 1,591,846.11 22,764.00 3,579,513.80 372,175.00 3,804,075.11 80,000.00 40,000.00

Jumlah 9,015,435.02

1,600.00 304,000.00 304,000.00

245,000.00 208,250.00 208,250.00

80,000.00 480,000.00 480,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 37,500.00 37,500.00

Jumlah 1,090,750.00 512,250.00 578,500.00

1,519,029.44 1,519,029.44 1,343,044.44 175,985.00

22,764.00 2,330,259.62 2,180,395.80 149,863.82

365,635.00 3,656,350.00 2,684,500.00 971,850.00

80,000.00 60,000.00 60,000.00

Jumlah 7,565,639.07 6,207,940.24 1,357,698.82

1519029.4444444 1,519,029.44 22764 2,849,720.45

365635 3,034,770.50 80000 60,000.00

Jumlah 7,463,520.39

1591846.1111111 1,591,846.11 22764 3,247,739.88

343235 2,917,497.50 80000 40,000.00

Jumlah 7,797,083.49

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 3,469,916.52 3,246,759.00 223,157.52

525,635.00 4,378,539.55 3,568,988.50 809,551.05

80,000.00 40,000.00 40,000.00

Jumlah 9,480,302.18 8,231,608.61 1,248,693.57

1,591,846.11 1,591,846.11 1,415,861.11 175,985.00

22,764.00 3,247,739.88 3,038,871.00 208,868.88

525,635.00 5,256,350.00 4,284,500.00 971,850.00

80,000.00 40,000.00 40,000.00

Jumlah 10,135,935.99 8,739,232.11 1,396,703.88

862,360.19 86,236.02 73,446.02 12,790.00

62,021.60 49,617.28 14,277.28 35,340.00

34,650.00 27,720.00 4,160.00 23,560.00

99,725.00 79,780.00 39,280.00 40,500.00 Jumlah 243,353.30 131,163.30 112,190.00

971,567.41 971,567.41 795,582.41 175,985.00

22,764.00 809,260.20 757,215.00 52,045.20

525,635.00 5,256,350.00 4,284,500.00 971,850.00

80,000.00 40,000.00 40,000.00

Jumlah 7,077,177.61 5,837,297.41 1,239,880.20

1,600.00 16,358.40 16,358.40

235,000.00 4,700.00 4,700.00

80,000.00 24,000.00 24,000.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00

125,000.00 1,875.00 1,875.00

Jumlah 65,233.40 21,058.40 44,175.00

3 4

1,600.00 12,441.60 12,441.60

235,000.00 5,405.00 5,405.00

80,000.00 24,000.00 24,000.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00

125,000.00 1,875.00 1,875.00

Jumlah 62,021.60 17,846.60 44,175.00

3 4

1,600.00 5,200.00 5,200.00

80,000.00 16,000.00 16,000.00

110,000.00 11,000.00 11,000.00

120,000.00 1,200.00 1,200.00

125,000.00 1,250.00 1,250.00

Jumlah 34,650.00 5,200.00 29,450.00

1,600.00 9,984.00 9,984.00

235,000.00 5,640.00 5,640.00

80,000.00 24,000.00 24,000.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00 125,000.00 1,875.00 1,875.00

Jumlah 59,799.00 15,624.00 44,175.00

30,000.00 87,000.00 87,000.00

80,000.00 24,000.00 24,000.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 1,875.00 1,875.00

Jumlah 137,275.00 87,000.00 50,275.00

4.00

4.00

128,005.76 87,299.93 87,299.93

1,600.00 3,072.00 3,072.00

235,000.00 2,115.00 2,115.00

7,500.00 2,430.00 2,430.00

80,000.00 11,200.00 11,200.00

110,000.00 7,700.00 7,700.00

120,000.00 840.00 840.00

125,000.00 875.00 875.00

1.00 115,531.93 94,916.93 20,615.00

15,000.00 79,500.00 79,500.00

1,600.00 1,824.00 1,824.00

235,000.00 705.00 705.00

7,500.00 750.00 750.00

80,000.00 7,200.00 7,200.00

110,000.00 9,900.00 9,900.00

120,000.00 1,080.00 1,080.00

125,000.00 625.00 625.00

1.00 101,584.00 82,779.00 18,805.00

4,700.00 101,520.00 101,520.00

1,600.00 14,880.00 14,880.00

235,000.00 4,230.00 4,230.00

7,500.00 14,550.00 14,550.00

80,000.00 72,000.00 72,000.00

110,000.00 49,500.00 49,500.00

120,000.00 5,400.00 5,400.00

125,000.00 5,625.00 5,625.00

1.00 267,705.00 135,180.00 132,525.00

135,180.00 132,525.00

3 4PASANGAN LANTAI KERAMIK (Granito) 60/60 (SNI 7395:2008)

128,005.76 396,817.85 396,817.85

235,000.00 10,575.00 10,575.00

1,600.00 15,360.00 15,360.00

7,500.00 12,150.00 12,150.00

80,000.00 56,000.00 56,000.00

110,000.00 38,500.00 38,500.00

120,000.00 4,200.00 4,200.00

125,000.00 4,375.00 4,375.00

1.00 537,977.85 434,902.85 103,075.00

1.05 564,876.75

128,005.76 134,406.05 134,406.05 41,292.18

6,000.00 12,000.00 12,000.00

1,500.00 18,660.00 18,660.00

250,000.00 6,250.00 6,250.00

3,000.00 4,500.00 4,500.00

75,000.00 39,000.00 39,000.00

100,000.00 65,000.00 65,000.00

105,000.00 6,825.00 6,825.00

110,000.00 3,850.00 3,850.00

290,491.05 175,816.05 155,967.18 1.09 586,395.86

434,902.85 103,075.00

3 4

2,050,000.00 2,173,000.00 2,173,000.00

1,200.00 3,603.60 3,603.60

235,000.00 5,875.00 5,875.00

1,600.00 19,904.00 19,904.00

7,500.00 4,875.00 4,875.00

80,000.00 104,000.00 104,000.00

110,000.00 71,500.00 71,500.00

120,000.00 7,800.00 7,800.00

125,000.00 8,125.00 8,125.00

1 2,398,682.60 34,257.60 191,425.00

2,207,257.60 191,425.00

17,000.00 112,710.00 112,710.00

235,000.00 10,575.00 10,575.00

1,600.00 13,104.00 13,104.00

7,500.00 12,150.00 12,150.00

80,000.00 56,000.00 56,000.00

110,000.00 38,500.00 38,500.00

120,000.00 4,200.00 4,200.00

125,000.00 4,375.00 4,375.00

1.00 251,614.00 148,539.00 103,075.00

8,000.00 94,960.00 94,960.00

235,000.00 10,575.00 10,575.00

1,600.00 16,000.00 16,000.00

7,500.00 11,250.00 11,250.00

80,000.00 56,000.00 56,000.00

110,000.00 38,500.00 38,500.00

120,000.00 4,200.00 4,200.00

125,000.00 4,375.00 4,375.00

1.00 235,860.00 132,785.00 103,075.00

3,500.00 92,750.00 92,750.00

235,000.00 10,575.00 10,575.00

1,600.00 16,640.00 16,640.00

7,500.00 12,150.00 12,150.00

80,000.00 56,000.00 56,000.00

110,000.00 38,500.00 38,500.00

120,000.00 4,200.00 4,200.00

125,000.00 4,375.00 4,375.00

1.00 235,190.00 132,115.00 103,075.00

108,228.75 1.05

240,343.75 1.02 132,115.00 103,075.00

50,000.00 1,250,000.00 1,250,000.00

1,600.00 14,880.00 14,880.00

235,000.00 4,230.00 4,230.00

80,000.00 48,000.00 48,000.00

110,000.00 11,000.00 11,000.00

120,000.00 5,400.00 5,400.00

125,000.00 3,750.00 3,750.00

1.00 1,337,260.00 1,269,110.00 68,150.00

1.05 1,404,123.00 1.09 1,530,494.07 Jumlah 1,337,260.00 1,269,110.00 68,150.00

230,000.00 276,000.00 276,000.00

1,200.00 1,200.00 1,200.00

80,000.00 1,600.00 1,600.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 312.50 312.50

Jumlah 303,512.50 277,200.00 26,312.50

90,000.00 198,000.00 198,000.00

40,000.00 10,000.00 10,000.00

80,000.00 28,000.00 28,000.00

110,000.00 19,250.00 19,250.00

120,000.00 2,040.00 2,040.00

125,000.00 250.00 250.00

Jumlah 257,540.00 208,000.00 49,540.00

45,000.00 54,000.00 54,000.00

40,000.00 4,000.00 4,000.00

80,000.00 20,000.00 20,000.00

110,000.00 27,500.00 27,500.00

120,000.00 3,000.00 3,000.00

Jumlah 108,500.00 58,000.00 50,500.00

32,000.00 4,800.00 45,000.00 2,250.00 2,250.00

5,000.00 500.00 500.00

12,000.00 120.00 120.00

75,000.00 12,000.00 12,000.00

100,000.00 16,000.00 16,000.00

105,000.00 1,680.00 1,680.00

110,000.00 275.00 2,750.00 29,800.00 37,625.00

3 4

35,000.00 5,250.0000 5,250.00

50,000.00 2,500.0000 2,500.00

4,000.00 400.0000 400.00

12,000.00 120.0000 120.00 120.00

80,000.00 12,800.0000 12,800.00

110,000.00 17,600.0000 17,600.00

120,000.00 1,920.0000 1,920.00

125,000.00 312.5000 312.50

Jumlah 40,902.5000 8,270.00 32,752.50

700.00 840.00 840.00

9,500.00 4,275.00 4,275.00

80,000.00 1,600.00 1,600.00

110,000.00 6,930.00 6,930.00

120,000.00 756.00 756.00

125,000.00 312.50 312.50

Jumlah 14,713.50 5,115.00 9,598.50

CAT MINYAK (1 x Lapis Plamur Kayu, 1 x Cat Dasar, 3 x Cat Penutup)

25,000.00 5,000.00 5,000.00

34,000.00 5,100.00 5,100.00

75,000.00 12,750.00 12,750.00

75,000.00 26,250.00 26,250.00

80,000.00 20,000.00 20,000.00

110,000.00 27,500.00 27,500.00

120,000.00 3,000.00 3,000.00

125,000.00 125.00 125.00

Jumlah 99,725.00 49,100.00 50,625.00

40,000.00 4,400.00 4,400.00

80,000.00 6,400.00 6,400.00

110,000.00 12,100.00 12,100.00

120,000.00 1,320.00 1,320.00

125,000.00 625.00 625.00

Jumlah 24,845.00 4,400.00 20,445.00

3 4

(1 Lapis Plamir, 1 Lapis Cat Dasar, dan 2 lapis cat penutup)

34,000.00 3,400.00 3,400.00

40,000.00 4,000.00 4,000.00

45,000.00 11,700.00 11,700.00

80,000.00 1,600.00 1,600.00

110,000.00 6,930.00 6,930.00

120,000.00 756.00 756.00

125,000.00 312.50 312.50

3,000.00 3,000.00 3,000.00

31,698.50 22,100.00 9,598.50 - 23,205.00 10,078.43

14,959,642,784.54

(1 Lapis Plamir, 1 Lapis Cat Dasar, dan 2 lapis cat penutup) 34,000.00 3,400.00 3,400.00

52,500.00 5,250.00 5,250.00

85,000.00 22,100.00 22,100.00

80,000.00 1,600.00 1,600.00

110,000.00 6,930.00 6,930.00

120,000.00 756.00 756.00

125,000.00 312.50 312.50

4,000.00 4,000.00 4,000.00 9,598.50

Jumlah Lt 1 44,348.50 34,750.00 19,197.00 36,487.50 20,156.85

25,000.00 8,250.00 8,250.00

7,500.00 75.00 75.00

80,000.00 1,600.00 1,600.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 1,250.00 1,250.00

Jumlah 35,575.00 8,325.00 27,250.00

52,000.00 18,200.00 18,200.00

50,000.00 10,000.00 10,000.00

42,900.00 7,293.00 7,293.00

4,000.00 4,000.00 4,000.00

49,700.00 62,125.00 62,125.00

49,700.00 14,910.00 14,910.00

7,500.00 7,500.00 7,500.00

80,000.00 20,000.00 20,000.00

110,000.00 38,500.00 38,500.00

120,000.00 3,000.00 3,000.00

125,000.00 125.00 125.00

Jumlah 185,653.00 124,028.00 61,625.00

3 4

46,000.00 18,400.00 18,400.00

49,700.00 49,700.00 49,700.00

49,700.00 14,910.00 14,910.00

49,700.00 14,910.00 14,910.00

55,000.00 16,500.00 16,500.00

4,000.00 800.00 800.00

80,000.00 20,000.00 20,000.00

110,000.00 27,500.00 27,500.00

120,000.00 3,000.00 3,000.00

125,000.00 125.00 125.00

Jumlah 165,845.00 115,220.00 50,625.00

3,250,000.00 91,000.00 91,000.00

21,000.00 3,150.00 3,150.00

80,000.00 12,000.00 12,000.00

110,000.00 49,500.00 49,500.00

120,000.00 5,400.00 5,400.00

125,000.00 1,000.00 1,000.00

Jumlah 162,050.00 94,150.00 67,900.00

2,180,000.00 34,880.00 34,880.00

21,000.00 1,687.50 1,687.50

80,000.00 6,428.57 6,428.57

110,000.00 26,517.86 26,517.86

120,000.00 1,549.74 1,549.74

125,000.00 535.71 535.71

Jumlah 71,599.39 36,567.50 35,031.89

2,180,000.00 35,534.00 35,534.00

21,000.00 5,250.00 5,250.00

80,000.00 16,000.00 16,000.00

110,000.00 33,000.00 33,000.00

120,000.00 3,600.00 3,600.00

125,000.00 1,250.00 1,250.00

Jumlah 94,634.00 40,784.00 53,850.00 PEKERJAAN RANGKA PLAFOND 1,00X1,00 M2, HOLLOW 40X40X1,2 MM

23,000.00 67,528.00 67,528.00

13,362.00 13,362.00 13,362.00

80,000.00 7,200.00 7,200.00

110,000.00 1,650.00 1,650.00

120,000.00 1,080.00 1,080.00

125,000.00 56.25 56.25

Jumlah 90,876.25 80,890.00 9,986.25 PEKERJAAN RANGKA PLAFOND 1,00X1,00 M2, HOLLOW 40X40X1,2 MM

23,000.00 19,550.00 19,550.00

13,362.00 13,362.00 13,362.00

80,000.00 7,200.00 7,200.00

110,000.00 1,650.00 1,650.00

120,000.00 1,080.00 1,080.00

125,000.00 56.25 56.25

Jumlah 42,898.25 32,912.00 9,986.25 1.09 103,151.06 1.15 108,829.10

20,000.00 23,000.00 23,000.00

3,450.00 3,450.00 3,450.00

25,000.00 2,000.00 2,000.00

80,000.00 4,800.00 4,800.00

110,000.00 6,600.00 120,000.00 720.00 125,000.00 375.00 1,000.00 1,000.00

Jumlah 41,945.00 25,000.00 8,250.00

2,180,000.00 61,694.00 61,694.00

21,000.00 8,400.00 8,400.00

1,000.00 1,000.00 1,000.00

80,000.00 21,600.00 21,600.00

110,000.00 44,550.00 44,550.00

120,000.00 4,860.00 4,860.00

125,000.00 1,687.50 1,687.50

Jumlah 143,791.50 71,094.00 72,697.50

3 4

50,000.00 42,500.00 42,500.00

17,000.00 17,000.00 17,000.00

118,000.00 42,952.00 42,952.00

280,000.00 19,600.00 19,600.00

80,000.00 26,400.00 26,400.00

110,000.00 46,046.00 46,046.00

120,000.00 5,640.00 5,640.00

125,000.00 1,937.50 1,937.50

Jumlah 202,075.50 122,052.00 80,023.50

3 4

1.09 220,262.30 1.5 303,113.25

25.92

43.20

25.20

68.40

50,000.00 42,500.00 42,500.00

1,000.00 1,000.00 1,000.00

118,000.00 42,952.00 42,952.00

280,000.00 19,600.00 19,600.00

80,000.00 39,600.00 39,600.00

110,000.00 69,069.00 69,069.00

120,000.00 8,460.00 8,460.00

125,000.00 2,906.25 2,906.25

1,000.00 1,000.00 1,000.00

Jumlah 226,087.25 107,052.00 120,035.25

112,000.00 37,632.00 37,632.00

22,000.00 440.00 440.00

80,000.00 8,000.00 8,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 625.00 625.00

Jumlah 52,797.00 38,072.00 14,725.00

112,000.00 41,104.00 41,104.00

22,000.00 5,500.00 5,500.00

80,000.00 8,000.00 8,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 625.00 625.00

Jumlah 61,329.00 46,604.00 14,725.00 1.09 66,848.61 1.15 70,528.35

7,000.00 96,250.00 96,250.00

21,000.00 5,250.00 5,250.00

80,000.00 1,680.00 1,680.00

110,000.00 2,310.00 2,310.00

120,000.00 240.00 240.00

125,000.00 125.00 125.00

Jumlah 105,855.00 101,500.00 4,355.00 1.09 115,381.95 1.15 121,733.25

175,000.00 64,225.00 64,225.00

112,000.00 40,320.00 40,320.00 22,000.00 440.00 440.00 42,000.00 10,500.00 10,500.00

- - - -

80,000.00 22,400.00 22,400.00 110,000.00 88,000.00 88,000.00 120,000.00 9,600.00 9,600.00 125,000.00 1,750.00 1,750.00

Jumlah 237,235.00 115,485.00 121,750.00

175,000.00 64,225.00 64,225.00

112,000.00 40,320.00 40,320.00

22,000.00 440.00 440.00

42,000.00 10,500.00 10,500.00

- - `

- -

80,000.00 30,240.00 30,240.00

110,000.00 118,800.00 118,800.00

120,000.00 12,960.00 12,960.00 125,000.00 2,362.50 2,362.50 1,000.00 1,000.00 1,000.00

Jumlah 280,847.50 116,485.00 164,362.50

377,625.00

118,000.00 42,952.00 42,952.00

280,000.00 30,800.00 30,800.00

80,000.00 8,000.00 8,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 625.00 625.00

Jumlah 88,477.00 73,752.00 14,725.00 1.09 96,439.93 1.15 101,748.55

20,000.00 24,000.00 24,000.00

21,000.00 210.00 210.00

80,000.00 4,000.00 4,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 375.00 375.00

Jumlah 34,685.00 24,210.00 10,475.00

15,000.00 18,000.00 18,000.00

21,000.00 210.00 210.00

80,000.00 4,000.00 4,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 375.00 375.00

Jumlah 28,685.00 18,210.00 10,475.00

10,000.00 12,000.00 12,000.00

21,000.00 210.00 210.00

80,000.00 4,000.00 4,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 375.00 375.00

Jumlah 22,685.00 12,210.00 10,475.00

4

16,000.00 19,200.00 19,200.00

21,000.00 2,100.00 2,100.00

80,000.00 4,000.00 4,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 375.00 375.00

Jumlah 31,775.00 21,300.00 10,475.00

20,000.00 21,000.00 21,000.00

21,000.00 210.00 210.00

80,000.00 4,000.00 4,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 375.00 375.00

Jumlah 31,685.00 21,210.00 10,475.00

3 4

17,500.00 18,375.00 18,375.00

21,000.00 210.00 210.00

80,000.00 4,000.00 4,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 375.00 375.00

Jumlah 29,060.00 18,585.00 10,475.00

10,000.00 10,500.00 10,500.00

21,000.00 210.00 210.00

80,000.00 4,000.00 4,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 375.00 375.00

Jumlah 21,185.00 10,710.00 10,475.00

3 4

3,250,000.00 3,575,000.00 3,575,000.00

21,000.00 26,250.00 26,250.00

40,000.00 40,000.00 40,000.00

80,000.00 560,000.00 560,000.00

110,000.00 2,310,000.00 2,310,000.00

120,000.00 252,000.00 252,000.00

125,000.00 43,750.00 43,750.00

Jumlah 6,807,000.00 3,641,250.00 3,165,750.00

3,500,000.00 84,000.00 84,000.00

40,000.00 12,000.00 12,000.00

80,000.00 64,000.00 64,000.00

110,000.00 264,000.00 264,000.00

120,000.00 28,800.00 28,800.00

125,000.00 5,000.00 5,000.00

Jumlah 457,800.00 96,000.00 361,800.00

457,800.00 457,800.00 96,000.00 361,800.00

234,093.75 234,093.75 214,500.00 19,593.75

Jumlah 691,893.75 310,500.00 381,393.75

3 4

195,000.00 214,500.00 214,500.00 80,000.00 1,200.00 1,200.00 110,000.00 16,500.00 16,500.00 120,000.00 1,800.00 1,800.00 125,000.00 93.75 93.75

Jumlah 234,093.75 214,500.00 19,593.75

3,500,000.00 84,000.00 84,000.00

195,000.00 214,500.00 214,500.00

40,000.00 12,000.00 80,000.00 24,000.00 24,000.00

110,000.00 264,000.00 264,000.00

120,000.00 28,800.00 28,800.00

125,000.00 5,000.00 5,000.00

Jumlah 632,300.00 298,500.00 321,800.00

3,500,000.00 140,000.00 140,000.00

40,000.00 20,000.00 20,000.00

80,000.00 80,000.00 80,000.00

110,000.00 330,000.00 330,000.00

120,000.00 36,000.00 36,000.00

125,000.00 6,250.00 6,250.00

Jumlah 612,250.00 160,000.00 452,250.00

3,500,000.00 224,000.00 224,000.00

40,000.00 20,000.00 20,000.00

80,000.00 80,000.00 80,000.00

110,000.00 330,000.00 330,000.00

120,000.00 36,000.00 36,000.00

125,000.00 6,250.00 6,250.00

Jumlah 696,250.00 244,000.00 452,250.00

3,500,000.00 52,500.00 52,500.00

40,000.00 20,000.00 20,000.00

165,845.00 212,281.60 212,281.60

375,000.00 393,750.00 393,750.00

20,000.00 5,000.00 5,000.00

80,000.00 80,000.00 80,000.00

110,000.00 330,000.00 330,000.00

120,000.00 36,000.00 36,000.00

125,000.00 6,250.00 6,250.00

Jumlah 1,135,781.60 683,531.60 452,250.00

341,250.00 609,131.25 609,131.25

80,000.00 80,000.00 80,000.00

110,000.00 330,000.00 330,000.00

120,000.00 36,000.00 36,000.00

125,000.00 6,250.00 6,250.00

Jumlah 1,061,381.25 609,131.25 452,250.00

223,000.00 245,300.00 245,300.00

2,400.00 4,800.00 4,800.00

45,000.00 2,700.00 2,700.00

80,000.00 3,440.00 3,440.00

110,000.00 4,730.00 4,730.00

120,000.00 516.00 516.00

125,000.00 262.50 262.50

Jumlah 261,748.50 252,800.00 8,948.50

540,000.00 594,000.00 594,000.00

80,000.00 3,440.00 3,440.00

110,000.00 4,730.00 4,730.00

120,000.00 516.00 516.00

125,000.00 262.50 262.50

Jumlah 602,948.50 594,000.00 8,948.50

3 4

612,250.00 1,248,990.00 326,400.00 922,590.00

1,500,000.00 6,120,000.00 6,120,000.00

165,845.00 676,647.60 470,097.60 206,550.00

Jumlah 8,045,637.60 6,916,497.60 1,129,140.00

2,398,682.60 25,402,048.73 23,374,857.98 2,027,190.75

261,748.50 7,747,755.60 7,482,880.00 264,875.60

25,000.00 740,000.00 740,000.00

540,000.00 3,904,200.00 3,904,200.00

1,061,381.25 2,122,762.50 1,218,262.50 904,500.00

2,750,000.00 5,500,000.00 5,500,000.00

1,250,000.00 2,500,000.00 2,500,000.00

250,000.00 500,000.00 500,000.00

Jumlah 48,416,766.83 45,220,200.48 3,196,566.35

2,398,682.60 34,541,029.44 31,784,509.44 2,756,520.00

8,045,637.60 57,928,590.72 49,798,782.72 8,129,808.00

79,593.75 955,125.00 720,000.00 235,125.00 323,375.00 646,750.00 490,000.00 156,750.00 294,593.75 1,178,375.00 1,100,000.00 78,375.00 188,425.00 376,850.00 240,000.00 136,850.00 605,312.50 2,421,250.00 2,160,000.00 261,250.00

Jumlah 98,047,970.16 86,293,292.16 11,754,678.00

3,500,000.00 87,500.00 87,500.00

40,000.00 20,000.00 20,000.00

21,000.00 630.00 630.00

97,000.00 97,000.00 97,000.00

100,000.00 50,000.00 50,000.00

80,000.00 64,000.00 64,000.00

110,000.00 264,000.00 264,000.00

120,000.00 28,800.00 28,800.00

125,000.00 5,000.00 5,000.00

Jumlah 616,930.00 255,130.00 361,800.00

3,500,000.00 87,500.00 87,500.00

40,000.00 20,000.00 20,000.00

80,000.00 2,400.00 2,400.00

97,000.00 97,000.00 97,000.00

80,000.00 64,000.00 64,000.00

110,000.00 264,000.00 264,000.00

120,000.00 28,800.00 28,800.00

125,000.00 5,000.00 5,000.00

Jumlah 568,700.00 206,900.00 361,800.00

612,250.00 146,940.00 38,400.00 108,540.00 34,593.75 138,375.00 29,393.75 58,787.50 61,393.75 61,393.75 15,000.00 30,000.00 30,000.00

99,725.00 53,851.50 26,514.00 27,337.50

Jumlah 489,347.75

4.00

8,500,000.00 8,500,000.00 8,500,000.00

75,000.00 37,500.00 37,500.00

25,000.00 200,000.00 200,000.00

250,000.00 500,000.00 500,000.00

125,000.00 125,000.00 125,000.00

75,000.00 150,000.00 150,000.00

862,360.19 31,044.97 26,440.57 4,604.40

34,650.00 20,790.00 3,120.00 17,670.00

65,233.40 39,140.04 12,635.04 26,505.00

80,000.00 480,000.00 480,000.00

110,000.00 880,000.00 880,000.00

120,000.00 96,000.00 96,000.00

125,000.00 25,000.00 25,000.00

Jumlah 1,721,975.01 192,195.61 1,529,779.40

20,000.00 123,540.00 123,540.00

4,071.50 110,044.50 88,381.56 21,662.94 80,000.00 133,600.00 133,600.00

110,000.00 183,700.00 183,700.00

120,000.00 2,004.00 2,004.00

125,000.00 10,375.00 10,375.00

Jumlah 563,263.50 211,921.56 351,341.94

135,000.00 202,500.00 202,500.00

110,000.00 132,000.00 132,000.00

800,000.00 220,000.00 220,000.00

128,000.00 140,800.00 140,800.00

100,000.00 100,000.00 100,000.00

4,071.50 1,498,312.00 1,203,360.00 294,952.00 80,000.00 133,600.00 133,600.00

110,000.00 183,700.00 183,700.00

120,000.00 2,004.00 2,004.00

125,000.00 10,375.00 10,375.00

Jumlah 2,623,291.00 1,998,660.00 624,631.00

3,250,000.00 3,575,000.00 3,575,000.00

20,000.00 300,000.00 300,000.00

21,000.00 117,600.00 117,600.00

80,000.00 320,000.00 320,000.00

110,000.00 1,320,000.00 1,320,000.00

120,000.00 144,000.00 144,000.00

125,000.00 25,000.00 25,000.00

Jumlah 5,801,600.00 3,992,600.00 1,809,000.00

3,250,000.00 3,900,000.00 3,900,000.00

20,000.00 300,000.00 300,000.00

21,000.00 117,600.00 117,600.00

80,000.00 536,000.00 536,000.00

110,000.00 2,211,000.00 2,211,000.00

120,000.00 241,200.00 241,200.00

125,000.00 41,875.00 41,875.00

Jumlah 7,347,675.00 4,317,600.00 3,030,075.00

3 4

3,250,000.00 3,575,000.00 3,575,000.00

20,000.00 300,000.00 300,000.00

21,000.00 63,000.00 63,000.00

80,000.00 192,000.00 192,000.00

110,000.00 792,000.00 792,000.00

120,000.00 86,400.00 86,400.00

125,000.00 15,000.00 15,000.00

Jumlah 5,023,400.00 3,938,000.00 1,085,400.00

2,180,000.00 2,398,000.00 2,398,000.00

20,000.00 300,000.00 300,000.00

21,000.00 63,000.00 63,000.00

80,000.00 192,000.00 192,000.00

110,000.00 792,000.00 792,000.00

120,000.00 86,400.00 86,400.00

125,000.00 15,000.00 15,000.00

Jumlah 3,846,400.00 2,761,000.00 1,085,400.00

15,000.00 15,750.00 15,750.00

80,000.00 12,000.00 12,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 1,000.00 1,000.00

Jumlah 34,850.00 15,750.00 19,100.00

25,000.00 26,250.00 26,250.00

17,000.00 17,850.00 17,850.00

80,000.00 12,000.00 12,000.00

110,000.00 5,500.00 5,500.00

120,000.00 600.00 600.00

125,000.00 1,000.00 1,000.00

Jumlah 63,200.00 44,100.00 19,100.00

135,000.00 177,187.50 177,187.50

27,500.00 550.00 550.00

80,000.00 12,000.00 12,000.00

110,000.00 82,500.00 82,500.00

120,000.00 960.00 960.00

125,000.00 750.00 750.00

Jumlah 273,947.50 177,737.50 96,210.00 371,997.50 355,475.00 192,420.00

240,000.00 80,640.00

20,000.00 400.00 18,000.00 3,600.00 275.00 2,750.00 115,000.00 14,375.00 80,000.00 8,000.00 4,600.00 110,000.00 5,500.00 27,600.00 120,000.00 600.00 125,000.00 625.00 3,000.00 3,000.00

Jumlah 119,490.00 #REF!

175,000.00 533,750.00 80,000.00 12,000.00 110,000.00 22,000.00 120,000.00 2,400.00 125,000.00 187.50 2,500.00 2,500.00

Jumlah 572,837.50 485,395.00

51,625.00 149,712.50 (2,950.86) 80,000.00 24,000.00 110,000.00 22,000.00 120,000.00 2,400.00 125,000.00 1,875.00 1,000.00 1,000.00

Jumlah 200,987.50 893,315.00 884,757.50 (8,557.50)

- - - - 110,000.00 33,000.00 120,000.00 24,000.00 125,000.00 2,500.00 Jumlah #VALUE!

Jumlah #VALUE!

PASANG NOK ATAP ALUMUNIUM (SPANDEK/SUPER DEK 65,000.00 78,000.00 78,000.00

27,500.00 1,100.00 1,100.00

80,000.00 8,000.00 8,000.00

110,000.00 110,000.00 110,000.00

120,000.00 1,200.00 1,200.00

125,000.00 1,250.00 1,250.00

Jumlah 199,550.00 79,100.00 120,450.00

20,500.00 23,575.00 23,575.00

80,000.00 4,800.00 4,800.00

110,000.00 6,600.00 6,600.00

120,000.00 720.00 720.00

125,000.00 375.00 375.00

Jumlah 36,070.00 23,575.00 12,495.00

3 4

20,000.00 23,000.00 23,000.00

80,000.00 4,800.00 4,800.00

110,000.00 6,600.00 6,600.00

120,000.00 720.00 720.00

125,000.00 375.00 375.00

Jumlah 35,495.00 23,000.00 12,495.00

7,000.00 7,000.00 7,000.00

35,000.00 3,500.00 3,500.00

80,000.00 8,000.00 8,000.00

110,000.00 11,000.00 11,000.00

120,000.00 120.00 120.00

125,000.00 625.00 625.00

6,250.00 5,000.00 5,000.00

Jumlah 35,245.00 10,500.00 24,745.00 Untuk 1 Kg 352.45 105.00 247.45

36,070.00 36,070.00 23,575.00 12,495.00 352.45 352.45 105.00 247.45

Jumlah 36,422.45 23,680.00 12,742.45

2,180,000.00 8,643,700.00 8,643,700.00

21,000.00 208,162.50 208,162.50

80,000.00 1,920,000.00 1,920,000.00

110,000.00 440,000.00 440,000.00

110,000.00 660,000.00 660,000.00

120,000.00 240,000.00 240,000.00

125,000.00 75,000.00 75,000.00

Jumlah 12,186,862.50 8,851,862.50 3,335,000.00

3,500,000.00 38,500.00 38,500.00

21,000.00 1,050.00 1,050.00

80,000.00 8,000.00 8,000.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 625.00 625.00

Jumlah 72,575.00 39,550.00 33,025.00

2,900.00 165,300.00 165,300.00

235,000.00 23,500.00 23,500.00

80,000.00 24,000.00 24,000.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 250.00 250.00

Jumlah 237,450.00 188,800.00 48,650.00

75,000.00 30,000.00 30,000.00

6,000.00 1,800.00 1,800.00

22,500.00 900.00 900.00

80,000.00 3,200.00 3,200.00

110,000.00 2,200.00 2,200.00

120,000.00 240.00 240.00

125,000.00 250.00 250.00

12,500.00 2,125.00 2,125.00

Jumlah 40,715.00 32,700.00 8,015.00 Untuk 1 cm 4,071.50 3,270.00 801.50

20,000.00 80,000.00 80,000.00

20,000.00 38,000.00 38,000.00

4,071.50 32,572.00 26,160.00 6,412.00

80,000.00 44,800.00 44,800.00

110,000.00 61,600.00 61,600.00

120,000.00 6,720.00 6,720.00

125,000.00 1,037.50 1,037.50

Jumlah 264,729.50 144,160.00 120,569.50 288,320.00 241,139.00

434,000.00 173,166.00 173,166.00

292,000.00 292,000.00 292,000.00

100,000.00 1,175,000.00 1,175,000.00

20,000.00 3,140.00 3,140.00

12,000.00 120,000.00 120,000.00

360,000.00 56,808.00 56,808.00

40,000.00 12,628.00 12,628.00

12,000.00 180,000.00 180,000.00

7,500.00 75,000.00 75,000.00

4,071.50 1,139,002.13 914,782.50 224,219.63

80,000.00 96,000.00 96,000.00

110,000.00 132,000.00 132,000.00

120,000.00 14,400.00 14,400.00

125,000.00 750.00 750.00

Jumlah 3,469,894.13 3,002,524.50 467,369.63

292,000.00 321,200.00 321,200.00

200,000.00 100,000.00 100,000.00

20,000.00 3,140.00 3,140.00

7,500.00 15,000.00 15,000.00

4,071.50 160,824.25 129,165.00 31,659.25

80,000.00 96,000.00 96,000.00

110,000.00 132,000.00 132,000.00

120,000.00 14,400.00 14,400.00

125,000.00 750.00 750.00

Jumlah 843,314.25 568,505.00 274,809.25

200,000.00 480,000.00 480,000.00

166,000.00 1,045,800.00 1,045,800.00

133,000.00 159,600.00 159,600.00

4,071.50 697,447.95 560,151.00 137,296.95

80,000.00 133,600.00 133,600.00

110,000.00 183,700.00 183,700.00

120,000.00 20,040.00 20,040.00

125,000.00 10,375.00 10,375.00

Jumlah 2,730,562.95 2,245,551.00 485,011.95

200,000.00 1,785,000.00 1,785,000.00

166,000.00 4,444,650.00 4,444,650.00

133,000.00 678,300.00 678,300.00

2,650,000.00 2,650,000.00 2,650,000.00

100,000.00 300,000.00 300,000.00

4,071.50 3,778,352.00 3,034,560.00 743,792.00

80,000.00 567,800.00 567,800.00

110,000.00 780,725.00 780,725.00

120,000.00 85,164.00 85,164.00

125,000.00 44,087.50 44,087.50

Jumlah 15,114,078.50 12,892,510.00 2,221,568.50

63,125.00 25,849.69 - 25,849.69 21,041.67 2,152.56 - 2,152.56

241,250.00 7,237.50 6,480.00 757.50 1,203,875.00 108,348.75 88,470.00 19,878.75 862,360.19 34,494.41 29,378.41 5,116.00 62,021.60 99,234.56 28,554.56 70,680.00 34,650.00 34,650.00 5,200.00 29,450.00 Jumlah 311,967.47 158,082.97 153,884.50

63,125.00 15,781.25 15,781.25 21,041.67 1,315.10 1,315.10 241,250.00 6,031.25 5,400.00 631.25 1,985,308.31 446,694.37 397,167.57 49,526.80 394,735.00 315,788.00 238,040.00 77,748.00 62,021.60 74,425.92 21,415.92 53,010.00 65,233.40 78,280.08 25,270.08 53,010.00 36,070.00 1,766,636.46 1,154,656.35 611,980.11 Jumlah 2,704,952.43 1,841,949.92 863,002.52

63,125.00 60,600.00 60,600.00 21,041.67 5,050.00 5,050.00 241,250.00 28,950.00 25,920.00 3,030.00 792,615.00 190,227.60 162,662.40 27,565.20 1,203,875.00 577,860.00 471,840.00 106,020.00 862,360.19 103,483.22 88,135.22 15,348.00 62,021.60 186,064.80 53,539.80 132,525.00 34,650.00 103,950.00 15,600.00 88,350.00

Jumlah 1,256,185.62 817,697.42 438,488.20

50,000.00 60,000.00 60,000.00

10,000.00 77,000.00 77,000.00

99,725.00 39,890.00 19,640.00 20,250.00 Jumlah 176,890.00 156,640.00 20,250.00

1,600.00 20,000.00 20,000.00

1,000.00 25,000.00 25,000.00

235,000.00 235.00 235.00

80,000.00 60,000.00 60,000.00

110,000.00 110,000.00 110,000.00

120,000.00 60,000.00 60,000.00

125,000.00 12,500.00 12,500.00

Jumlah 287,735.00 45,235.00 242,500.00

862,360.19 86,236.02 73,446.02 12,790.00 62,021.60 136,447.52 39,262.52 97,185.00 34,650.00 76,230.00 11,440.00 64,790.00

Jumlah 298,913.54 124,148.54 174,765.00

7,565,639.07 1,891,409.77 1,551,985.06 339,424.71 62,021.60 105,436.72 30,339.22 75,097.50

Jumlah 1,996,846.49 1,582,324.28 414,522.21

63,125.00 1,348,665.63 1,348,665.63 21,041.67 134,866.56 134,866.56 241,250.00 91,675.00 82,080.00 9,595.00 1,203,875.00 1,467,523.63 1,198,277.00 269,246.63 1,217,800.00 2,708,387.20 1,861,599.20 846,788.00 862,360.19 187,994.52 160,112.32 27,882.20 6,461,561.47 3,553,858.81 2,786,931.60 766,927.21 9,426,562.57 3,959,156.28 3,436,076.68 523,079.59 62,021.60 1,550,540.00 446,165.00 1,104,375.00 325,250.00 145,712.00 134,400.00 11,312.00 1,250,000.00 652,500.00 652,500.00

73,062.50 292,250.00 153,600.00 138,650.00 209,525.00 209,525.00 138,000.00 71,525.00 Jumlah 16,302,654.62 11,049,741.80 5,252,912.82

875,000.00 52,500.00 52,500.00

80,000.00 16,000.00 16,000.00

125,000.00 2,375.00 2,375.00

4,700,000.00 21,150.00 21,150.00

Jumlah 92,025.00 73,650.00 18,375.00

175,000.00 210,000.00 210,000.00

80,000.00 24,000.00 24,000.00

125,000.00 1,250.00 1,250.00

4,700,000.00 21,150.00 21,150.00

Jumlah 256,400.00 231,150.00 25,250.00

3 4

1m2 51,280.00

850,000.00 3,060,000.00 3,060,000.00

875,000.00 2,100,000.00 2,100,000.00

900,000.00 1,080,000.00 1,080,000.00

235,000.00 470,000.00 470,000.00

11,354.84 1,362,580.65 1,362,580.65

450,000.00 450,000.00 450,000.00

80,000.00 600,000.00 600,000.00

125,000.00 46,875.00 46,875.00

4,700,000.00 3,102,000.00 3,102,000.00

Jumlah 12,271,455.65 8,522,580.65 3,748,875.00 Untuk 1 M2 122,714.56 85,225.81 37,488.75

GROUND RESERVOAR BAWAH WING KANAN BANGUNAN 127,500.00 1,785,000.00 1,785,000.00 21,041.67 25,250.00 25,250.00

4,772,681.31 10,118,084.37 10,742,354.51 2,956,155.79 6,461,561.47 2,326,162.13 1,824,173.41 501,988.72

12,216,943.97 2,638,859.90 1,094,504.04 301,193.23

7,225,115.00 26,588,423.20 18,647,105.95 5,131,440.24

9,480,302.18 7,584,241.74 4,053,718.68 1,115,530.49

10,183,367.50 2,932,809.84 1,459,338.73 401,590.98

862,360.19 689,888.15 587,568.15 102,320.00

65,233.40 521,867.20 168,467.20 353,400.00

62,021.60 2,282,394.88 656,754.88 1,625,640.00 235,190.00 7,526,080.00 4,227,680.00 3,298,400.00 500,000.00 500,000.00 1,500,000.00 500,000.00 500,000.00 750,000.00

Jumlah 66,019,061.40 45,711,665.55 17,597,909.45

1,000,000.00 800,000.00 800,000.00

875,000.00 2,100,000.00 2,100,000.00

900,000.00 1,080,000.00 1,080,000.00

245,000.00 490,000.00 490,000.00

11,354.84 1,362,580.65 1,362,580.65

450,000.00 450,000.00 450,000.00

80,000.00 600,000.00 600,000.00

125,000.00 46,875.00 46,875.00

4,700,000.00 3,102,000.00 3,102,000.00

Jumlah 10,031,455.65 6,282,580.65 3,748,875.00 Untuk 1 M2 100,314.56 62,825.81 37,488.75

165,000.00 2,970,000.00 2,970,000.00 230,000.00 460,000.00 460,000.00 330,000.00 132,000.00 132,000.00 18,000.00 144,000.00 144,000.00 75,000.00 75,000.00 75,000.00 15,000.00 120,000.00 120,000.00 80,000.00 240,000.00 240,000.00 110,000.00 440,000.00 440,000.00 120,000.00 48,000.00 48,000.00 125,000.00 12,500.00 12,500.00 Jumlah 4,641,500.00 3,901,000.00 740,500.00

115,000.00 1,725,000.00 1,725,000.00

150,000.00 300,000.00 300,000.00

18,000.00 72,000.00 72,000.00

75,000.00 56,250.00 56,250.00

15,000.00 90,000.00 90,000.00

80,000.00 200,000.00 200,000.00

110,000.00 330,000.00 330,000.00

120,000.00 36,000.00 36,000.00

125,000.00 12,500.00 12,500.00

Jumlah 2,821,750.00 2,243,250.00 578,500.00 4,486,500.00 1,157,000.00

83,000.00 87,150.00 87,150.00

80,000.00 16,000.00 16,000.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 125.00 125.00

Jumlah 127,675.00 87,150.00 40,525.00

375,000.00 412,500.00 412,500.00

45,000.00 11,250.00 11,250.00

300.00 3,600.00 3,600.00

80,000.00 12,000.00 12,000.00

110,000.00 22,000.00 22,000.00

120,000.00 3,000.00 3,000.00

125,000.00 625.00 625.00

Jumlah 464,975.00 427,350.00 37,625.00

3 4

33,000.00 39,600.00 39,600.00

11,550.00 11,550.00 11,550.00

80,000.00 4,320.00 4,320.00

110,000.00 9,900.00 9,900.00

120,000.00 1,080.00 1,080.00

125,000.00 3,375.00 3,375.00

Jumlah 69,825.00 39,600.00 30,225.00

46,000.00 55,200.00 55,200.00

16,100.00 16,100.00 16,100.00

80,000.00 4,320.00 4,320.00

110,000.00 9,900.00 9,900.00

120,000.00 1,080.00 1,080.00

125,000.00 3,375.00 3,375.00

Jumlah 89,975.00 55,200.00 34,775.00

48,000.00 57,600.00 57,600.00

16,800.00 16,800.00 16,800.00

80,000.00 4,320.00 4,320.00

110,000.00 9,900.00 9,900.00

120,000.00 1,080.00 1,080.00

125,000.00 3,375.00 3,375.00

Jumlah 93,075.00 57,600.00 35,475.00

63,000.00 75,600.00 75,600.00

22,050.00 22,050.00 22,050.00

80,000.00 8,640.00 8,640.00

110,000.00 19,800.00 19,800.00

120,000.00 2,160.00 2,160.00

125,000.00 675.00 675.00

Jumlah 128,925.00 75,600.00 53,325.00

83,000.00 99,600.00 99,600.00

29,050.00 29,050.00 29,050.00

80,000.00 8,640.00 8,640.00

110,000.00 19,800.00 19,800.00

120,000.00 2,160.00 2,160.00

125,000.00 675.00 675.00

Jumlah 159,925.00 99,600.00 60,325.00

115,000.00 138,000.00 138,000.00

40,250.00 40,250.00 40,250.00

80,000.00 8,640.00 8,640.00

110,000.00 19,800.00 19,800.00

120,000.00 2,160.00 2,160.00

125,000.00 675.00 675.00

Jumlah 209,525.00 138,000.00 71,525.00

165,000.00 198,000.00 198,000.00

57,750.00 57,750.00 57,750.00

80,000.00 8,640.00 8,640.00

110,000.00 19,800.00 19,800.00

120,000.00 2,160.00 2,160.00

125,000.00 675.00 675.00

Jumlah 287,025.00 198,000.00 89,025.00

190,000.00 228,000.00 228,000.00

66,500.00 66,500.00 66,500.00

80,000.00 10,800.00 10,800.00

110,000.00 24,750.00 24,750.00

120,000.00 2,700.00 2,700.00

125,000.00 850.00 850.00

Jumlah 333,600.00 228,000.00 105,600.00

135,000.00 162,000.00 162,000.00

47,250.00 47,250.00 47,250.00

80,000.00 6,480.00 6,480.00

110,000.00 14,850.00 14,850.00

120,000.00 1,620.00 1,620.00

125,000.00 512.50 512.50

Jumlah 232,712.50 162,000.00 70,712.50

32,000.00 38,400.00 38,400.00

11,200.00 11,200.00 11,200.00

80,000.00 6,480.00 6,480.00

110,000.00 14,850.00 14,850.00

120,000.00 1,620.00 1,620.00

125,000.00 512.50 512.50

Jumlah 73,062.50 38,400.00 34,662.50

18,500.00 22,200.00 22,200.00 6,475.00 6,475.00 6,475.00 80,000.00 6,480.00 6,480.00 110,000.00 14,850.00 14,850.00 120,000.00 1,620.00 1,620.00 125,000.00 512.50 512.50

Jumlah 52,137.50 22,200.00 29,937.50

19,500.00 23,400.00 23,400.00 6,825.00 6,825.00 6,825.00 80,000.00 4,320.00 4,320.00 110,000.00 9,900.00 9,900.00 120,000.00 1,080.00 1,080.00 125,000.00 337.50 337.50 Jumlah 45,862.50 23,400.00 22,462.50

18,500.00 22,200.00 22,200.00 6,475.00 6,475.00 6,475.00 80,000.00 2,880.00 2,880.00 110,000.00 7,260.00 7,260.00 120,000.00 720.00 720.00 125,000.00 225.00 225.00

Jumlah 39,760.00 22,200.00 17,560.00

11,000.00 13,200.00 13,200.00 3,850.00 3,850.00 3,850.00 80,000.00 2,880.00 2,880.00 110,000.00 6,600.00 6,600.00 120,000.00 720.00 720.00 125,000.00 225.00 225.00

Jumlah 27,475.00 13,200.00 14,275.00

45,862.50 3,861,622.50

89,975.00 1,349,625.00

1,500,000.00 4,500,000.00

1,250,000.00 7,500,000.00

41,550,000.00 83,100,000.00

Jumlah 100,311,247.50

63,125.00 6,198,522.37

241,250.00 3,438,370.82

6,461,561.47 8,221,853.45

1,203,875.00 69,887,531.14

2,737,161.57 144,402,724.01

65,233.40 2,213,456.54

235,190.00 26,339,057.96

267,705.00 12,058,693.53

243,353.30 11,885,511.90

Jumlah 284,645,721.71

total 384,956,969.21

128,925.00 2,320,650.00 1,360,800.00 959,850.00 209,525.00 2,514,300.00 1,656,000.00 858,300.00 93,075.00 2,326,875.00 1,440,000.00 886,875.00 89,975.00 3,149,125.00 1,932,000.00 1,217,125.00 69,825.00 8,379,000.00 4,752,000.00 3,627,000.00

11,000.00 132,000.00 8,500.00 127,500.00 5,000.00 450,000.00

15,000.00 30,000.00 13,000.00 65,000.00 13,000.00 91,000.00

8,000.00 80,000.00 5,000.00 175,000.00

12,000.00 84,000.00 7,000.00 70,000.00 5,000.00 100,000.00

12,000.00 60,000.00 7,500.00 52,500.00 4,000.00 200,000.00

12,000.00 36,000.00 10,000.00 50,000.00 17,500.00 35,000.00 45,000.00 180,000.00 32,000.00 128,000.00 20,000.00 100,000.00 12,000.00 300,000.00

350,000.00 700,000.00 450,000.00 450,000.00 Jumlah 22,385,950.00 11,140,800.00 7,549,150.00

128,925.00 5,801,625.00 3,402,000.00 2,399,625.00 93,075.00 6,980,625.00 4,320,000.00 2,660,625.00 69,825.00 21,994,875.00 12,474,000.00 9,520,875.00

11,000.00 110,000.00 110,000.00

8,500.00 144,500.00 144,500.00

5,000.00 1,000,000.00 1,000,000.00

13,000.00 91,000.00 91,000.00

8,000.00 96,000.00 96,000.00

5,000.00 150,000.00 150,000.00

12,000.00 120,000.00 120,000.00

7,000.00 140,000.00 140,000.00

5,000.00 200,000.00 200,000.00

12,000.00 120,000.00 120,000.00

7,500.00 112,500.00 112,500.00

4,000.00 120,000.00 120,000.00

12,000.00 36,000.00 36,000.00

10,000.00 20,000.00 20,000.00

32,000.00 128,000.00 128,000.00

20,000.00 120,000.00 120,000.00

12,000.00 360,000.00 360,000.00

350,000.00 700,000.00 700,000.00

17,000.00 1,190,000.00 1,190,000.00

Jumlah 39,735,125.00 25,154,000.00 14,581,125.00

287,025.00 7,175,625.00 4,950,000.00 2,225,625.00 128,925.00 773,550.00 453,600.00 319,950.00 93,075.00 1,116,900.00 691,200.00 425,700.00

69,825.00 4,887,750.00 2,772,000.00 2,115,750.00 11,000.00 66,000.00 66,000.00

8,500.00 85,000.00 85,000.00

5,000.00 175,000.00 175,000.00

13,000.00 26,000.00 26,000.00

8,000.00 80,000.00 80,000.00

5,000.00 75,000.00 75,000.00

12,000.00 24,000.00 24,000.00

7,000.00 21,000.00 21,000.00

5,000.00 75,000.00 75,000.00

12,000.00 60,000.00 60,000.00

7,500.00 52,500.00 52,500.00

4,000.00 48,000.00 48,000.00

12,000.00 36,000.00 36,000.00

10,000.00 40,000.00 40,000.00

32,000.00 64,000.00 64,000.00

20,000.00 80,000.00 80,000.00

12,000.00 180,000.00 180,000.00

1,750,000.00 3,500,000.00 3,500,000.00

350,000.00 350,000.00 350,000.00

17,000.00 850,000.00 850,000.00

19,841,325.00 14,754,300.00 5,087,025.00

73,062.50 5,845,000.00 3,072,000.00 2,773,000.0052,137.50 3,649,625.00 1,554,000.00 2,095,625.0045,862.50 1,375,875.00 702,000.00 673,875.0039,760.00 477,120.00 266,400.00 210,720.0027,475.00 329,700.00 158,400.00 171,300.0030,000.00 1,050,000.00 1,050,000.00

15,000.00 300,000.00 300,000.00

10,000.00 100,000.00 100,000.00

7,000.00 280,000.00 280,000.00

30,000.00 300,000.00 300,000.00

75,000.00 600,000.00 600,000.00

30,000.00 360,000.00 360,000.00

90,000.00 720,000.00 720,000.00

30,000.00 150,000.00 150,000.00

20,000.00 100,000.00 100,000.00

15,000.00 90,000.00 90,000.00

35,000.00 525,000.00 525,000.00

10,000.00 200,000.00 200,000.00

30,000.00 900,000.00 900,000.00

12,000.00 120,000.00 120,000.00

40,000.00 120,000.00 120,000.00

Jumlah 17,592,320.00 11,667,800.00 5,924,520.00

3 4

73,062.50 25,571,875.00 13,440,000.00 12,131,875.0052,137.50 5,213,750.00 2,220,000.00 2,993,750.0045,862.50 5,503,500.00 2,808,000.00 2,695,500.0039,760.00 3,180,800.00 1,776,000.00 1,404,800.0027,475.00 686,875.00 330,000.00 356,875.0030,000.00 1,500,000.00 1,500,000.00

15,000.00 1,125,000.00 1,125,000.00

10,000.00 250,000.00 250,000.00

7,000.00 210,000.00 210,000.00

30,000.00 1,110,000.00 1,110,000.00

22,000.00 330,000.00 330,000.00

10,000.00 150,000.00 150,000.00

6,500.00 130,000.00 130,000.00

75,000.00 900,000.00 900,000.00

30,000.00 600,000.00 600,000.00

90,000.00 2,250,000.00 2,250,000.00

30,000.00 300,000.00 300,000.00

20,000.00 300,000.00 300,000.00

15,000.00 150,000.00 150,000.00

35,000.00 525,000.00 525,000.00

10,000.00 250,000.00 250,000.00

22,000.00 660,000.00 660,000.00

30,000.00 1,350,000.00 1,350,000.00

12,000.00 300,000.00 300,000.00

40,000.00 400,000.00 400,000.00

Jumlah (b) 52,946,800.00 33,364,000.00 19,582,800.00

73,062.50 2,191,875.00 1,152,000.00 1,039,875.0052,137.50 782,062.50 333,000.00 449,062.5045,862.50 1,146,562.50 585,000.00 561,562.5039,760.00 318,080.00 177,600.00 140,480.0027,475.00 109,900.00 52,800.00 57,100.0030,000.00 600,000.00 600,000.00

15,000.00 300,000.00 300,000.00

10,000.00 100,000.00 100,000.00

7,000.00 35,000.00 35,000.00

30,000.00 60,000.00 60,000.00

75,000.00 225,000.00 225,000.00

30,000.00 120,000.00 120,000.00

90,000.00 270,000.00 270,000.00

30,000.00 60,000.00 60,000.00

20,000.00 80,000.00 80,000.00

15,000.00 30,000.00 30,000.00

35,000.00 140,000.00 140,000.00

25,000.00 150,000.00 150,000.00

10,000.00 60,000.00 60,000.00

22,000.00 110,000.00 110,000.00

30,000.00 180,000.00 180,000.00

12,000.00 24,000.00 24,000.00

Jumlah (b) 7,092,480.00 4,844,400.00 2,248,080.00

245,000.00 245,000.00 245,000.00

80,000.00 4,800.00 4,800.00

110,000.00 66,000.00 66,000.00

120,000.00 7,200.00 7,200.00

125,000.00 375.00 375.00

Jumlah 323,375.00 245,000.00 78,375.00

200,000.00 200,000.00 200,000.00

80,000.00 800.00 800.00

110,000.00 55,000.00 55,000.00

120,000.00 1,200.00 1,200.00

125,000.00 625.00 625.00

Jumlah 257,625.00 200,000.00 57,625.00

148,000.00 148,000.00 148,000.00

80,000.00 400.00 400.00

110,000.00 55,000.00 55,000.00

120,000.00 600.00 600.00

125,000.00 31.25 31.25

Jumlah 204,031.25 148,000.00 56,031.25

28,000.00 28,000.00 28,000.00

80,000.00 1,200.00 1,200.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00

125,000.00 93.75 93.75

Jumlah 47,593.75 28,000.00 19,593.75

60,000.00 60,000.00 60,000.00 80,000.00 1,200.00 1,200.00 110,000.00 16,500.00 16,500.00 120,000.00 1,800.00 1,800.00 125,000.00 93.75 93.75 Jumlah 79,593.75 60,000.00 19,593.75

15,000.00 15,000.00 15,000.00

80,000.00 1,200.00 1,200.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00

125,000.00 93.75 93.75

Jumlah 34,593.75 15,000.00 19,593.75

9,800.00 9,800.00 9,800.00

32,000.00 32,000.00 32,000.00

80,000.00 1,200.00 1,200.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00

125,000.00 93.75 93.75

Jumlah 61,393.75 41,800.00 19,593.75

40,000.00 40,000.00 40,000.00

80,000.00 800.00 800.00

110,000.00 11,000.00 11,000.00

120,000.00 1,200.00 1,200.00

125,000.00 62.50 62.50

Jumlah 53,062.50 40,000.00 13,062.50

9,800.00 9,800.00 9,800.00

80,000.00 1,200.00 1,200.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00

125,000.00 93.75 93.75

Jumlah 29,393.75 9,800.00 19,593.75

120,000.00 120,000.00 120,000.00

80,000.00 800.00 800.00

110,000.00 55,000.00 55,000.00

120,000.00 12,000.00 12,000.00

125,000.00 625.00 625.00

Jumlah 188,425.00 120,000.00 68,425.00

275,000.00 275,000.00 275,000.00

80,000.00 1,200.00 1,200.00

110,000.00 16,500.00 16,500.00

120,000.00 1,800.00 1,800.00

125,000.00 93.75 93.75

Jumlah 294,593.75 275,000.00 19,593.75

540,000.00 540,000.00 540,000.00

80,000.00 4,000.00 4,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 312.50 312.50

Jumlah 605,312.50 540,000.00 65,312.50

82,000.00 82,000.00 82,000.00

80,000.00 800.00 800.00

110,000.00 11,000.00 11,000.00

120,000.00 1,200.00 1,200.00

125,000.00 62.50 62.50

Jumlah 95,062.50 82,000.00 13,062.50

2,325,000.00 2,325,000.00 2,325,000.00

139,500.00 139,500.00 139,500.00

80,000.00 264,000.00 264,000.00

110,000.00 121,000.00 121,000.00

120,000.00 120.00 120.00

125,000.00 20,000.00 20,000.00

Jumlah 2,869,620.00 2,325,000.00 544,620.00

55,000.00 55,000.00 55,000.00

2,400.00 16,800.00 16,800.00

1,600.00 9,600.00 9,600.00

235,000.00 2,350.00 2,350.00

80,000.00 80,000.00 80,000.00

110,000.00 165,000.00 165,000.00

120,000.00 36,000.00 36,000.00

125,000.00 13,750.00 13,750.00

Jumlah 378,500.00 83,750.00 294,750.00

3 4

5,200,000.00 5,200,000.00 5,200,000.00

1,040,000.00 1,040,000.00 1,040,000.00

80,000.00 - -

110,000.00 8,250.00 8,250.00

120,000.00 90,000.00 90,000.00

125,000.00 31,250.00 31,250.00

Jumlah 6,369,500.00 6,240,000.00 129,500.00

2,300,000.00 2,300,000.00 2,300,000.00

276,000.00 276,000.00 276,000.00

1,600.00 9,600.00 9,600.00

235,000.00 2,350.00 2,350.00

80,000.00 96,000.00 96,000.00

110,000.00 159,500.00 159,500.00

120,000.00 18,000.00 18,000.00

125,000.00 12,500.00 12,500.00

Jumlah 2,873,950.00 2,587,950.00 286,000.00

2,675,000.00 2,675,000.00 2,675,000.00

321,000.00 321,000.00 321,000.00

1,600.00 9,600.00 9,600.00

235,000.00 2,350.00 2,350.00

80,000.00 96,000.00 96,000.00

110,000.00 159,500.00 159,500.00

120,000.00 18,000.00 18,000.00

125,000.00 12,500.00 12,500.00

Jumlah 3,293,950.00 3,007,950.00 286,000.00

3,550,000.00 3,550,000.00 3,550,000.00

213,000.00 213,000.00 213,000.00

80,000.00 - -

110,000.00 8,250.00 8,250.00

120,000.00 90,000.00 90,000.00

125,000.00 31,250.00 31,250.00

Jumlah 3,892,500.00 3,763,000.00 129,500.00

4,335,450.00 4,335,450.00 4,335,450.00

520,254.00 520,254.00 520,254.00

80,000.00 144,000.00 144,000.00

110,000.00 297,000.00 297,000.00

120,000.00 64,800.00 64,800.00

125,000.00 13,750.00 13,750.00

Jumlah 5,375,254.00 4,855,704.00 519,550.00

300,000.00 300,000.00 300,000.00

36,000.00 36,000.00 36,000.00

80,000.00 132,000.00 132,000.00

110,000.00 60,500.00 60,500.00

120,000.00 660.00 660.00

125,000.00 10,000.00 10,000.00

Jumlah 539,160.00 336,000.00 203,160.00

2,400,000.00 2,400,000.00 2,400,000.00

720,000.00 720,000.00 720,000.00

1,600.00 9,600.00 9,600.00

235,000.00 2,350.00 2,350.00

80,000.00 80,000.00 80,000.00

110,000.00 110,000.00 110,000.00

120,000.00 12,000.00 12,000.00

125,000.00 12,500.00 12,500.00

Jumlah 3,346,450.00 3,131,950.00 214,500.00

3 4

7,750,000.00 7,750,000.00 7,750,000.00

465,000.00 465,000.00 465,000.00

80,000.00 144,000.00 144,000.00

110,000.00 297,000.00 297,000.00

120,000.00 64,800.00 64,800.00

125,000.00 13,750.00 13,750.00

Jumlah 8,734,550.00 8,215,000.00 519,550.00

5,250,000.00 5,250,000.00 5,250,000.00

315,000.00 315,000.00 315,000.00

80,000.00 144,000.00 144,000.00

110,000.00 297,000.00 297,000.00

120,000.00 64,800.00 64,800.00

125,000.00 13,750.00 13,750.00

Jumlah 6,084,550.00 5,565,000.00 519,550.00

232,712.50 255,983.75 93,075.00 102,382.50 159,925.00 175,917.50 63,125.00 37,875.00 1,500,000.00 1,500,000.00 0.2500

80,000.00 80,000.00 0.1500

110,000.00 85,201.74

120,000.00 60,000.00 125,000.00 6,250.00 Jumlah 2,303,610.49

63,125.00 39,390.00 0.90

241,250.00 11,580.00 325,250.00 32,525.00 182,170.00 306,045.60 1,519,029.44 2,551,969.47 99,883.40 24,970.85 850,000.00 850,000.00

Jumlah 3,816,480.92

20,000.00 90,000.00 90,000.00

17,000.00 170,000.00 170,000.00

7,500.00 37,500.00 37,500.00

5,000.00 17,500.00 17,500.00

4,500.00 9,000.00 9,000.00

4,500.00 9,000.00 9,000.00

700.00 2,800.00 2,800.00

2,400.00 2,400.00 2,400.00

1,700.00 5,100.00 5,100.00

10,000.00 2,500.00 2,500.00

80,000.00 60,000.00 60,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 1,250.00 1,250.00

Jumlah 468,050.00 345,800.00 122,250.00

20,000.00 240,000.00 240,000.00

7,500.00 90,000.00 90,000.00

5,000.00 17,500.00 17,500.00

4,500.00 9,000.00 9,000.00

4,500.00 9,000.00 9,000.00

700.00 2,800.00 2,800.00

2,400.00 7,200.00 7,200.00

1,700.00 5,100.00 5,100.00

10,000.00 2,500.00 2,500.00

80,000.00 60,000.00 60,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 1,250.00 1,250.00

Jumlah 505,350.00 383,100.00 122,250.00 766,200.00 244,500.00

29,000.00 870,000.00 870,000.00

7,500.00 225,000.00 225,000.00

4,500.00 9,000.00 9,000.00

2,400.00 24,000.00 24,000.00

700.00 21,000.00 21,000.00

80,000.00 60,000.00 60,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 1,250.00 1,250.00

Jumlah 1,271,250.00 1,149,000.00 122,250.00

43,000.00 1,290,000.00 1,290,000.00

7,500.00 225,000.00 225,000.00

4,500.00 9,000.00 9,000.00

2,400.00 24,000.00 24,000.00

700.00 21,000.00 21,000.00

80,000.00 60,000.00 60,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 1,250.00 1,250.00

Jumlah 1,691,250.00 1,569,000.00 122,250.00

20,000.00 240,000.00 240,000.00

7,500.00 90,000.00 90,000.00

5,000.00 25,000.00 25,000.00

4,500.00 9,000.00 9,000.00

4,500.00 9,000.00 9,000.00

700.00 8,400.00 8,400.00

2,400.00 7,200.00 7,200.00

1,700.00 5,100.00 5,100.00

10,000.00 2,500.00 2,500.00

80,000.00 60,000.00 60,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 1,250.00 1,250.00

Jumlah 518,450.00 393,700.00 124,750.00

3,000.00 105,000.00 105,000.00 7,500.00 262,500.00 262,500.00 5,000.00 25,000.00 25,000.00 4,500.00 4,500.00 4,500.00 4,500.00 13,500.00 13,500.00 700.00 8,400.00 8,400.00 2,400.00 24,000.00 24,000.00 80,000.00 60,000.00 60,000.00 110,000.00 55,000.00 55,000.00 120,000.00 6,000.00 6,000.00 125,000.00 1,250.00 1,250.00

Jumlah 565,150.00 442,900.00 122,250.00

17,000.00 255,000.00 255,000.00

7,500.00 112,500.00 112,500.00

4,500.00 4,500.00 4,500.00

4,500.00 9,000.00 9,000.00

700.00 4,900.00 4,900.00

2,400.00 12,000.00 12,000.00

1,700.00 3,400.00 3,400.00

10,000.00 2,500.00 2,500.00

80,000.00 60,000.00 60,000.00

110,000.00 55,000.00 55,000.00

120,000.00 6,000.00 6,000.00

125,000.00 1,250.00 1,250.00

Jumlah 526,050.00 403,800.00 122,250.00

3 4

115,000.00 345,000.00 345,000.00

20,000.00 40,000.00 40,000.00

75,000.00 225,000.00 225,000.00

250,000.00 250,000.00 250,000.00

350,000.00 350,000.00 350,000.00

Jumlah 1,210,000.00 860,000.00 350,000.00

3 4

63,125.00 63,125.00 63,125.00

241,250.00 72,375.00 64,800.00 7,575.00 21,041.67 13,550.83 13,550.83

Jumlah 149,050.83 64,800.00 84,250.83

360,000.00 432,000.00 432,000.00

80,000.00 24,000.00 24,000.00

125,000.00 1,250.00 1,250.00

Jumlah 457,250.00 432,000.00 25,250.00

30,000.00 33,000.00 33,000.00

14,400.00 7,200.00 7,200.00

80,000.00 1,600.00 1,600.00

110,000.00 22,000.00 22,000.00

120,000.00 2,400.00 2,400.00

125,000.00 1,250.00 1,250.00

10,000.00 10,000.00 10,000.00

Jumlah 77,450.00 40,200.00 37,250.00

600,000.00 600,000.00 600,000.00

14,400.00 14,400.00 14,400.00

80,000.00 40,000.00 40,000.00

110,000.00 27,500.00 27,500.00

120,000.00 3,000.00 3,000.00

125,000.00 1,250.00 1,250.00

100,000.00 100,000.00 100,000.00

Jumlah 786,150.00 614,400.00 171,750.00

425,000.00 425,000.00 425,000.00

14,400.00 14,400.00 14,400.00

80,000.00 40,000.00 40,000.00

110,000.00 27,500.00 27,500.00

120,000.00 3,000.00 3,000.00

125,000.00 1,250.00 1,250.00

75,000.00 75,000.00 75,000.00

Jumlah 586,150.00 439,400.00 146,750.00

3 4

600,000.00 600,000.00 600,000.00

14,400.00 14,400.00 14,400.00

80,000.00 40,000.00 40,000.00

110,000.00 27,500.00 27,500.00

120,000.00 3,000.00 3,000.00

125,000.00 1,250.00 1,250.00

75,000.00 75,000.00 75,000.00

Jumlah 761,150.00 614,400.00 146,750.00

791,872.50 839,384.85 1,200.00 3,603.60 235,000.00 5,875.00 1,600.00 19,904.00 7,500.00 4,875.00 80,000.00 104,000.00 110,000.00 71,500.00 120,000.00 7,800.00 125,000.00 8,125.00

Jumlah 1,065,067.45

350,000.00 367,500.00 367,500.00

1,500.00 17,625.00 17,625.00

250,000.00 8,750.00 8,750.00

75,000.00 54,000.00 54,000.00

100,000.00 38,000.00 38,000.00

105,000.00 3,675.00 3,675.00

110,000.00 3,300.00 3,300.00

Jumlah 492,850.00 393,875.00 98,975.00

375,000.00 393,750.00 393,750.00

1,500.00 17,625.00 17,625.00

250,000.00 8,750.00 8,750.00

75,000.00 54,000.00 54,000.00

100,000.00 38,000.00 38,000.00

105,000.00 3,675.00 3,675.00

110,000.00 3,300.00 3,300.00

Jumlah 519,100.00 420,125.00 98,975.00

700,000.00 770,000.00 770,000.00

45,000.00 20,250.00 20,250.00

20,000.00 70,000.00 70,000.00

7,800.00 62,400.00 48,556.00 6,412.00

750.00 6,000.00 6,000.00

80,000.00 44,800.00 44,800.00

110,000.00 61,600.00 61,600.00

120,000.00 6,720.00 6,720.00

125,000.00 1,037.50 1,037.50

Jumlah 1,042,807.50 914,806.00 120,569.50

325,250.00 29,495,849.18 27,206,010.00 2,289,839.18 241,250.00 449,183.38 402,170.40 47,012.98 1,217,800.00 10,498,483.31 7,216,090.86 3,282,392.44 98,435.00 2,657,745.00 2,040,930.00 616,815.00 132,440.00 6,806,091.60 4,867,403.85 1,938,687.75 862,360.19 4,442,448.49 3,783,571.64 658,876.85 62,021.60 7,129,060.41 2,051,373.87 5,077,686.54 34,650.00 3,982,837.32 597,712.96 3,385,124.36 290,491.05 27,245,155.35 31,193,147.15 9,667,404.25 290,491.05 8,300,781.68 103,075.00 235,860.00 36,189,452.57 36,189,452.57 27,142,089.43 9,047,363.14

Jumlah 137,197,088.28 106,603,575.16 36,247,062.49

350,000.00 367,500.00 367,500.00

1,500.00 17,625.00 17,625.00

250,000.00 8,750.00 8,750.00

80,000.00 57,600.00 57,600.00

110,000.00 41,800.00 41,800.00

120,000.00 4,200.00 4,200.00

125,000.00 3,750.00 3,750.00

Jumlah 501,225.00 393,875.00 107,350.00

325,000.00 341,250.00 341,250.00

1,500.00 17,625.00 17,625.00

250,000.00 8,750.00 8,750.00

80,000.00 57,600.00 57,600.00

110,000.00 41,800.00 41,800.00

120,000.00 4,200.00 4,200.00

125,000.00 3,750.00 3,750.00

Jumlah 474,975.00 367,625.00 107,350.00

375,000.00 393,750.00 393,750.00

1,500.00 17,625.00 17,625.00

250,000.00 8,750.00 8,750.00

80,000.00 57,600.00 57,600.00

110,000.00 41,800.00 41,800.00

120,000.00 4,200.00 4,200.00

125,000.00 3,750.00 3,750.00

Jumlah 527,475.00 420,125.00 107,350.00

380,000.00 399,000.00 399,000.00

1,500.00 17,625.00 17,625.00

250,000.00 8,750.00 8,750.00

80,000.00 57,600.00 57,600.00

110,000.00 41,800.00 41,800.00

120,000.00 4,200.00 4,200.00

125,000.00 3,750.00 3,750.00

Jumlah 532,725.00 425,375.00 107,350.00

180,000.00 189,000.00 189,000.00

1,500.00 17,625.00 17,625.00

250,000.00 8,750.00 8,750.00

80,000.00 40,000.00 40,000.00

110,000.00 41,800.00 41,800.00

120,000.00 4,200.00 4,200.00

125,000.00 3,750.00 3,750.00

Jumlah 305,125.00 215,375.00 89,750.00

28,800.00 86,400.00 86,400.00

80,000.00 9,600.00 9,600.00

110,000.00 13,200.00 13,200.00

120,000.00 1,440.00 1,440.00

125,000.00 750.00 750.00

Jumlah 111,390.00 86,400.00 24,990.00

1,217,800.00 49,320.90 33,900.53 15,420.38

62,021.60 45,895.98 13,206.48 32,689.50 34,650.00 25,641.00 3,848.00 21,793

Jumlah 120,857.88 50,955.01 69,902.88

1,217,800.00 328,806.00 226,003.50 102,802.50

62,021.60 136,447.52 39,262.52 97,185.00 34,650.00 76,230.00 11,440.00 64,790

Jumlah 541,483.52 276,706.02 264,777.50 Untuk 1m3= 5,414,835.20 2,767,060.20 2,647,775.00

1,217,800.00 207,026.00 142,298.50 64,727.50

62,021.60 136,447.52 39,262.52 97,185.00 34,650.00 76,230.00 11,440.00 64,790

Jumlah 419,703.52 193,001.02 226,702.50 Untuk 1m3= 4,197,035.20 1,930,010.20 2,267,025.00

1,600.00 20,000.00 20,000.00

1,000.00 25,000.00 25,000.00

235,000.00 3,008.00 3,008.00

80,000.00 60,000.00 60,000.00

110,000.00 110,000.00 110,000.00

120,000.00 60,000.00 60,000.00

125,000.00 12,500.00 12,500.00

Jumlah 290,508.00 48,008.00 242,500.00

435,762.00 72,012.00 363,750.00 581,016.00 96,016.00 485,000.00 871,524.00 144,024.00 727,500.00

132,525.00 240,314.21 171,270.91 69,043.3013

99,883.40 103,499.18 23,880.89 76,290.2250 1,000.00 20,000.00 20,000.00

435,762.00 752,560.97 124,364.72 628,196.25

581,016.00 1,003,414.63 165,819.63 837,595.00

581,016.00 1,185,853.66 195,968.66 989,885.00

871,524.00 1,778,780.48 293,952.98 1,484,827.50

Jumlah 5,084,423.13 995,257.79 4,085,837.28

460,000.00 690,000.00 690,000.00

36,666.67 80,666.67 80,666.67

45,000.00 45,000.00 45,000.00

4,071.50 65,144.00 52,320.00 12,824.00

24,750.00 2,722.50 2,722.50

7,500.00 30,000.00 30,000.00

35,575.00 12,522.40 2,930.40 9,592.00

80,000.00 60,000.00 60,000.00

110,000.00 110,000.00 110,000.00

120,000.00 60,000.00 60,000.00

125,000.00 9,375.00 9,375.00

1,165,430.57 903,639.57 261,791.00

1,519,029.44 78,685.73 69,569.70 9,116.02 99,883.40 74,912.55 17,284.95 55,218.7500 11,354.84 34,064.52 34,064.52

12,522.40 563.51 563.51

182,817.50 137,113.13 100,668.75 36,444.38

10,000.00 20,410.00 20,410.00

345,749.42 242,561.43 100,779.15

420,000.00 420,000.00 420,000.00

42,000.00 20,160.00 20,160.00

1,000.00 8,000.00 8,000.00

50,000.00 50,000.00 50,000.00

100,000.00 100,000.00 100,000.00

598,160.00 498,160.00 100,000.00

5,530,000 5,530,000.00 5,530,000.00

56,000 840,000.00 840,000.00

7,500 112,500.00 112,500.00

4,500 22,500.00 22,500.00

4,500 45,000.00 45,000.00

12,500 3,125.00 3,125.00

700 21,000.00 21,000.00

2,750,000 1,375,000.00 1,375,000.00

495,000 495,000.00 495,000.00

Jumlah 8,444,125.00 7,949,125.00 495,000.00

8,295,000 8,295,000.00 8,295,000.00

70,000 1,050,000.00 1,050,000.00

7,500 112,500.00 112,500.00

4,500 9,000.00 9,000.00

4,500 45,000.00 45,000.00

12,500 6,250.00 6,250.00

700 21,000.00 21,000.00

2,750,000 2,062,500.00 2,062,500.00

742,500 742,500.00 742,500.00

Jumlah 12,343,750.00 11,601,250.00 742,500.00

11,060,000 11,060,000.00 11,060,000.00

84,000 1,260,000.00 1,260,000.00

7,500 112,500.00 112,500.00

4,500 22,500.00 22,500.00

4,500 45,000.00 45,000.00

12,500 6,250.00 6,250.00

700 21,000.00 21,000.00

2,750,000 2,750,000.00 2,750,000.00

990,000 990,000.00 990,000.00

Jumlah 16,267,250.00 15,277,250.00 990,000.00

27,650,000 27,650,000.00 27,650,000.00

112,000 1,680,000.00 1,680,000.00

7,500 112,500.00 112,500.00

4,500 22,500.00 22,500.00

4,500 45,000.00 45,000.00

12,500 6,250.00 6,250.00

700 21,000.00 21,000.00

2,750,000 2,750,000.00 2,750,000.00

2,475,000 2,475,000.00 2,475,000.00

Jumlah 34,762,250.00 32,287,250.00 2,475,000.00

41,475,000 41,475,000.00 41,475,000.00

112,000 1,680,000.00 1,680,000.00

7,500 112,500.00 112,500.00

4,500 22,500.00 22,500.00

4,500 45,000.00 45,000.00

12,500 6,250.00 6,250.00

700 21,000.00 21,000.00

2,750,000 2,750,000.00 2,750,000.00

3,712,500 3,712,500.00 3,712,500.00

Jumlah 49,824,750.00 46,112,250.00 3,712,500.00

5.00

ctrl

121,780.00

397,061.66

22,764.00

365,635.00

372,175.00

525,635.00

394,735.00

98,435.00

132,440.00

4,772,681.31

8,040,606.95

6,774,822.49

5,556,873.85

7,693,364.52

9,407,485.51

7,567,885.35

10,669,110.81

7,567,885.35

7,567,885.35

10,183,367.50

7,567,885.35

10,063,119.32

9,407,485.51

12,216,943.97

8,063,907.51

1,519,029.44

5,059,209.81

1,519,029.44

4,859,162.85

1,519,029.44

10,596,294.15

1,519,029.44

16,034,881.99

1,519,029.44

7,693,364.52

1,519,029.44

10,226,739.19

5,793,545.88

6,685,176.49

5,728,663.85

1,090,750.00

7,565,639.07

9,480,302.18

10,135,935.99

243,353.30

7,077,177.61

65,233.40

2.0000

1.0000

0.1000

0.1000

62,021.60

34,650.00

59,799.00

137,275.00

#REF!

101,584.00

267,705.00

267,705.00

3.056

2.778

537,977.85

331,783.23

537,977.85

225,682.60

2,398,682.60

6.25 0.63 6.88

251,614.00

235,860.00

235,190.00

235,190.00

1,337,260.00

1,337,260.00

303,512.50

257,540.00

108,500.00

32,550.00

14,713.50

99,725.00

24,845.00

31,698.50

Cat Dasar Luar 797,000.00

Cat Dasar dalam 740,000.00

cat Finising Luar 1,473,500.00

Cat Finising Dalam 998,000.00

1,840.00

7,969.50

869.40

359.38

11,038.28 1,439.77

53,947.00

0.03247

35,575.00

185,653.00

165,845.00

162,050.00

0.375 Lbr Teackwood 4 mm

0.03 Kg Paku Tripleks

0.07 H.o Pekerja

0.1 H.o Tukang Kayu

0.01 H.o Kepala Tukang

0.0035 H.o Mandor

71,599.39

0.2 H.o Pekerja

0.6 H.o Tukang Kayu

0.06 H.o Kepala Tukang

0.01 H.o Mandor

94,634.00

Rp. -

Rp. -

90,876.25

Rp. -

Rp. #REF!

42,898.25

72,697.50

#VALUE!

0.2700 0.4050

0.7000 1.0500

0.02 0.0700 0.1050

14,959,642,784.54 (72,697.50)

(385,855,246.22) 17,500.00

15,345,498,030.76

36,010.58 44,012.92

202,075.50

m2

2.64

0.66

80,023.50

0.73

52,797.00

61,329.00

105,855.00

0.2800

0.8000 0.0800 0.0140

237,235.00

164,362.50

88,477.00

34,685.00

28,685.00

22,685.00

31,775.00

31,685.00

29,060.00

21,185.00

6,807,000.00

457,800.00

691,893.75

234,093.75

620,300.00

612,250.00

696,250.00

1,135,781.60

1,061,381.25

261,748.50

602,948.50

8,045,637.60

25,402,048.73 -

7,747,755.60 -

740,000.00 -

3,904,200.00 -

2,122,762.50 -

5,500,000.00 -

2,500,000.00 -

500,000.00 -

48,416,766.83 -

98,047,970.16

616,930.00

568,700.00

146,940.00

1,721,975.01

563,263.50

2,623,291.00

5,801,600.00

7,347,675.00

5,023,400.00

3,846,400.00

34,850.00

63,200.00

273,947.50

547,895.00

erawe

aewraew

146,761.64

50607.461355529 51617.6452499078

199,550.00

36,070.00

35,495.00

35,245.00

352.45

36,422.45

12,186,862.50

72,575.00

237,450.00

40,715.00

4,071.50

264,729.50

3,469,894.13

843,314.25

2,730,562.95

15,114,078.50

311,967.47

2,704,952.43

1,256,185.62

176,890.00

287,735.00

298,913.54

1,996,846.49

16,302,654.62

92,025.00

256,400.00

12,271,455.65 122,717 257.15 2.57

13,698,510.31

2,326,162.13

1,395,697.28

23,778,546.19

5,169,249.17

1,860,929.70

2,282,394.88

7,526,080.00 32.3

63,309,575.01 66,019,061.40

10,031,455.65

4,641,500.00

2,821,750.00

5,643,500.00

127,675.00

464,975.00

69,825.00

89,975.00

93,075.00

128,925.00

159,925.00

209,525.00

287,025.00

333,600.00

232,712.50

73,062.50

52,137.50

45,862.50

39,760.00

27,475.00

0.09 11,050.71

0.06 11,972.86

0.12 11,080.36

0.17 14,995.83

0.57 39,900.00

0.06 628.57

0.07 607.14

0.43 2,142.86

0.01 142.86

0.02 309.52

0.03 433.33

0.05 380.95

0.17 833.33

0.03 400.00

0.05 333.33

0.10 476.19

0.02 285.71

0.03 250.00

0.24 952.38

0.01 171.43

0.02 238.10

0.01 166.67

0.02 857.14

0.02 609.52

0.02 476.19

0.12 1,428.57

0.01 3,333.33

0.00 2,142.86 106,599.76

39,735,125.00

19,841,325.00

17,592,320.00

52,946,800.00

7,092,480.00

323,375.00

257,625.00

204,031.25

47,593.75

79,593.75

34,593.75

61,393.75

53,062.50

29,393.75

188,425.00

294,593.75

605,312.50

95,062.50

2,869,620.00

378,500.00

6,369,500.00

2,873,950.00

3,293,950.00

3,892,500.00

4,385,196.00

5,375,254.00 5,425,000.00 (49,746.00)

539,160.00

3,346,450.00

8,734,550.00

6,084,550.00

0.049

0.018

0.031

0.035

MEMASANG 1 BUAH TUTUP MEN HOLE

0.6240 M³

0.0480 M³

0.1000 M³

1.6800 M2

1.6800 M³

0.2500 H.o

1.0000 Ls

468,050.00

505,350.00

1,010,700.00

1,271,250.00

1,691,250.00

518,450.00

565,150.00

526,050.00

1,210,000.00

149,050.83

457,250.00

77,450.00

786,150.00

586,150.00

761,150.00

492,850.00

519,100.00

54,968.00

1,035,375.50

142,850,637.65

474,975.00

527,475.00

305,125.00

111,390.00

541,483.52

419,703.52

4,197,035.20

290,508.00

435,762.00

581,016.00

871,524.00

240,314.21

100,171.11

20,000.00

752,560.97

1,003,414.63

1,185,853.66

1,778,780.48

5,081,095.07

1,165,430.57 - 239,375.00

5,625.00

1,171,055.57

78,685.73

72,503.70

34,064.52

563.51

137,113.13

20,410.00

343,340.57

8,444,125.00

12,343,750.00

16,267,250.00

34,762,250.00

49,824,750.00

1,036,100.00 51,805.00

962,000.00 48,100.00

1,915,550.00 95,777.50

1,297,400.00 64,870.00

Teackwood 4 mm

Paku Tripleks

Tukang Kayu

Kepala Tukang

Tukang Kayu

Kepala Tukang

Rp. -

Rp. -

Rp. -

Rp. -

Rp. ###

Rp. ###

64,225.00 30,240.00

40,320.00 118,800.00

440.00 12,960.00

MEMASANG 1 BUAH TUTUP MEN HOLE

Galian Tanah

Urugan Pasir

Urugan Kerikil

Pasang Bekisting

Beton 1 : 2 : 3

Plesteran+Acian

Penutup Plat Besi + Rangka

BASIS HARGA KABUPAJEN MIMIKAHARGA SATUAN BAHAN BANGUNAN

TAHUN ANGGARAN 2012

NO URAIAN T.A 2010 TA. 2011

1 2 3 4 51 Semen PC Zak 75,000.00 73,908.00 2 Semen Putih Zak 127,500.00 142,537.00 3 Batu Kali M3 600,000.00 600,000.00 4 Batu Tela M3 1,700.00 1,800.00 5 Kerikil Kali M3 450,000.00 450,000.00 6 Kerikil (batu pecah)_ M3 650,000.00 650,000.00 7 Pasir Pasang M3 250,000.00 250,000.00 8 Batu Peca'h Bahan Landasan M3 650,000.00 650,000.00 9 Aspal 1,200,000.00 1,200,000.00

10 Sirtu M3 250,000.00 250,000.00 11 Sirtu Timbunan M3 220,000.00 220,000.00 12 M3 180,000.00 180,000.00 13 Kawat Ikat Kg 22,000.00 22,000.00 14 - Besi 0 6 Btg 26,396.00 15 Btg 75,000.00 85,000.00 16 - Besi 0 10 Btg 68,629.00 17 - Besi 0 12 Btg 89,746.00 18 Kayu Kelas I (balok) M3 3,300,000.00 3,300,000.00 19 Kayu Kelas I (papan) M3 2,700,000.00 3,700,000.00 20 Kayu Kelas II (balok) M3 1,750,000.00 2,000,000.00 21 Kayu Kelas I! (papan) M3 1,000,000.00 1,900,000.00 22 Split 1-2 m3 1,000,000.00 23 Split 2-3 m3 1,000,000.00 24 Split 3-5 m3 850,000.00 25 Tripleks 3 mm Lbr 60,500.00 50,000.00 26 Tripleks 4 mm Lbr 70,000.00 80,000.00 27 Lbr 75,000.00 90,000.00 28 Tripleks 6 mm Lbr 85,000.00 110,000.00 29 Tripleks 9 mm Lbr 110,000.00 147,816.00 30 Tripleks 12 mm Lbr 125,000.00 190,049.00 31 Tripleks 16 mm Lbr 150,000.00 263,958.00 32 Tripleks 18 mm Lbr33 Taekwood UK. 122 X 244 cm Lbr 160,000.00 174,212.00 34 Atap Seng BJLS 30 Lbr 62,000.00 73,908.00 35 Atap Seng BJLS 20 Lbr 52,000.00 39,066.00 36 Seng_Plat BJLS 0,02X90X100 CM Lbr 40,000.00 263,958.00 37 Seng_Plat BJLS 0,02X90X180 CM Lbr 47,500.00 47,500.00 38 Seng Plat BJLS 30 - - 39 Seng Plat BJLS 20 - - 40 Ardes Gelombang Besar Lbr 49,000.00 50,000.00 41 Ardes Gelombang Kecil Lbr 37,500.00 42,000.00

SA

TU

AN

Drum

Tanah Timbunan .

- Besi Beton (UK 8mm X 12)

Tripleks 5 mm

42 SengjAlmunium Kecil 55 cm Lbr 32,500.00 35,000.00 43 Seng Almunium Kecil 60 cm Lbr 37,500.00 37,500.00 44 Kaca Bening 3 mm M2 34,500.00 34,500.00 45 Kaca Bening 5 mm M2 110,000.00 184,770.00 46 Kaca Buram 5 mm M2 142,500.00 142,500.00 47 Kaca Riben 5 mm M2 155,000.00 227,003.00 48 Kaca Lover 7 Klip Set 210,000.00 210,000.00 49 Kaca Lover 8 Klip Set 215,000.00 215,000.00 50 Kaca Nako Lbr 17,500.00 17,500.00 51 Kunci 1 Slag Bh 55,000.00 55,000.00 52 Kunci 2 Slag Bh 78,000.00 211,166.00 53 Kunci Yale Besar Bh 127,500.00 158,375.00 54 Kunci Kuda Terbang 1 Slag Bh - 63,350.00 55 Kunci Kuda Terbang 2 Slag Bh - 73,908.00 56 Engsel H Jendeia Psg 8,250.00 26,396.00 57 Engsel H Pintu Psg 11,000.00 36,954.00 58 Engsel Kupu Ring Nylon Jendeia Psg 5,000.00 7,245.00 59 Engsel kudu Ring Nylon Pintu PsG 12,500.00 21,117.00 60 HakAngin Biasa Bh 8,500.00 8,000.00 61 Hak Angin Lipat Bh 11,500.00 11,500.00 62 Kunci Gembok Bh 18,000.00 36,954.00 63 Grendel Kecil Bh 11,000.00 11,000.00 64 Grendel Sedang Bh 12,000.00 15,837.00 65 Grendel Besar Bh 22,500.00 26,396.00 66 Kloset Duduk Keramik KIA Bh 1,300,000.00 1,900,494.00 67 Kloset Duduk Keramik TOTO BH 1,700,000.00 1,700,000.00 68 Kloset Duduk Keramik Biasa Bh 455,000.00 1,478,162.00 69 Kloset Duduk Keramik INA BH 1,450,000.00 1,450,000.00 70 Kloset Jongkok Porselen Putih Bh 125,000.00 104,750.00 71 Kloset Jongkok Keramik Bh 150,000.00 126,700.00 72 Klosed Jongkok merk TOTO Bh - 263,958.00 73 Klosed Jongkok merk KIA Bh - 211,166.00 74 Wastafel Toto Bh 750,000.00 1,003,039.00 75 Wastafel INA Bh 450,000.00 450,000.00 76 Pompa Air Sanyo Bh 500,000.00 1,055,830.00 77 Pompa Air Sanyo PH 100 BH 600,000.00 900,000.00 78 Pompa Air Nasional PH 100 Bh 800,000.00 800,000.00 79 Pompa Air PANASONIC BH 800,000.00 800,000.00 80 Pompa Air Honda (Alkon) Bh 3,695,405.00 81 Kran Ledeng Bh 35,000.00 26,396.00 82 Paku Campuran Kg 18,000.00 20,000.00 83 Paku Tripleks Kg 18,000.00 21,117.00 84 Paku Ardeks Kg 18,000.00 18,000.00 85 Paku Seng Kg 18,000.00 26,396.00 86 Paku Asbes Kg 18,000.00 18,000.00 87 Paku Jembatan Kg 50,000.00 31,675.00 88 Mur Baut 5 - 20 cm Btg 15,000.00 15,000.00 89 Besi Siku 20 X 20 2 mtr Btg 50,000.00 50,000.00 90 Besi Siku 20 X 20 & mtr Btg - 73,908.00 91 Besi Siku 30 X 30 3 mtr Btg 95,000.00 95,000.00 92 Besi Siku 30 X 30 6 mtr Btg 100,000.00 100,000.00 93 Besi Siku 40 X 40 3 mtr Btg 100,000.00 100,000.00

94 Besi Siku 40 X 40 6 mtr Btg 140,000.00 140,000.00 95 Besi Siku 50 X 50 4 mtr Btg 175,000.00 175,000.00 96 Besi Siku 50 X 50 5 - 6 mtr Btg 315,000.00 315,000.00 97 Besi Siku 60 X 60 6 mtr Btg^ 450,000.00 450,000.00 98 Besi Siku 100X100.10 6 mtr Btg 475,000.00 475,000.00 99 Btg^ 16,000.00 19,005.00

100 Btg 21,000.00 24,284.00 101 Pipa PVC diameter 1" - 4 mtr Btg 27,000.00 31,675.00 102 Pipa PVC diameter 2" - 4 mtr Btg 50,000.00 52,792.00 103 Pipa PVC diameter 3" - 4 mtr Btg 75,000.00 89,746.00 104 Pipa PVC diameter 4" - 4 mtr Btg 100,000.00 121,420.00 105 Pipa PVC diameter 5" - 4 mtr Btg 115,000.00 263,958.00 106 Pipa PVC diameter 6" - 4 mtr Btg 135,000.00 290,353.00 107 Kopling PVC 2" - 4 mtr Bh 10,000.00 21,117.00 108 Kopling PVC 4" - 6 mtr Bh 20,000.00 89,746.00 109 Pipa GIV diameter 1/2" - 4 mtr Btg 150,000.00 150,000.00 110 Pipa GIV diameter 3/4" - 4 mtr Btg 200,000.00 200,000.00 111 Pipa GIV diameter 1" - 4 mtr BJa 275,000.00 275,000.00 112 Pipa GIV diameter 2" - 4 mtr Btg 500,000.00 500,000.00 113 Pipa GIV diameter 3" - 4 mtr Btg 950,000.00 950,000.00 114 Pipa GIV diameter 4" - 4 mtr Btg 1,050,000.00 1,050,000.00 115 Pipa GIV diameter 5" - 4 mtr Btg 1,100,000.00 1,100,000.00 116 Pipa GIV diameter 6" - 4 mtr Btg 1,200,000.00 1,200,000.00 117 Pipa GIV diameter 1/2" - 6 mtr Btg 135,000.00 174,212.00 118 Pipa GIV diameter 3/4" - 6 mtr Btg 150,000.00 205,887.00 119 Pipa GIV diameter 1" - 6 mtr Btg 190,000.00 263,958.00 120 Pipa GIV diameter 1 ,5" - 6 mtr Btg - 422,332.00 121 Pipa GIV diameter 2" - 6 mtr Btg 340,000.00 527,915.00 122 Pipa GIV diameter 3" - 6 mtr Btg 700,000.00 1,055,830.00 123 Pipa GIV diameter 4" - 6 mtr Btg 1,050,000.00 1,050,000.00 124 Pipa GIV diameter 5" - 6 mtr Btg 1,100,000.00 1,100,000.00 125 Dlna CSIV riiam«ter 6" - 6 mtr Btg 1,200,000.00 1,200,000.00 126127 Cat Tembok ( 5 KgJ Kg 35,000.00 322,028.00 128 Cat Tembok Fernis / Politur Kg 35,000.00 51,736.00 129 Cat Teak Oil Kg 30,000.00 30,000.00 130 Cat Kilat Kayu / Cat Besi Kg 40,000.00 41,177.00 131 Cat Dasar/ Gate Meni Kg 27,500.00 27,500.00 132 Cat Residu Kg 35,000.00 35,000.00 133 Cat Alumunium Kg 35,000.00 52,792.00 134 Plamir Tembok 10,000.00 35,000.00 135 Dempul Kg 20,000.00 21,117.00 136 Cat Meni Kg 27,500.00 26,396.00 137 Melamine IMPRA Ltr - 52,792.00 138 Cat Tembok Kg

- Merk Avitex pail - 322,028.00 - Merk Aries pail - 121,420.00 - Merk Altex pail - 311,470.00

139 Vlerk Lainnya:- Beauty Color pail - - - Metrolite pail - - - Jatilux pail - -

Pipa PVC diameter 1/2" - 4 mtrPipa PVC diameter 3/4" - 4 mtr

Pipa Leding diameter 1/2" - 6 mtr

K9

140 Amplas Kg 5,000.00 5,000.00 141 Tinner Kg 22,000.00 26,396.00 142 Lem Kayu Kg 35,000.00 35,000.00 143 Lem Aibon Kg 35,000.00 47,512.00 144 Kuas Roll Bh 15,000.00 21,117.00 145 Kuas Biasa Bh 10,000.00 15,837.00 146 Bahan Bakar Minyak Tanah Ltr 8,000.00 10,000.00 147 Bahan Bakar Solar Ltr 4,500.00 4,500.00 148 Bahan Bakar Pelumas Ltr 30,000.00 30,000.00 149 Bahan Bakar Premium Ltr 4,500.00 4,500.00 150 Lampu TL 20 Watt ; Bh 30,000.00 89,746.00 151 Lampu TL 2 X 20 Watt Bh 27,000.00 27,000.00 152 Lampu TL 40 Watt Bh 25,000.00 116,141.00 153 Lampu TL 2 X 40 Watt Bh 125,000.00 125,000.00 154 Bh 22,000.00 22,000.00 155 Viting Bh 15,000.00 15,837.00 156 Saklar Doble Bh 20,000.00 21,117.00 157 Saklar Tunggal Bh 22,000.00 21,117.00 158 Stop Kontak Bh 20,000.00 21,117.00 159 Stop Kontak 1.000 Watt Bh - 26,396.00 160 MCB (Miniatur Circuit Breaker) Bh - 68,629.00 161 Sekring 1 Grup Bh 35,000.00 35,000.00 162 Sekring 2 Grup Bh 50,000.00 50,000.00 163 Sekring 3 Grup Bh 110,000.00 110,000.00 164 Sekring Otomatis Bh 45,000.00 52,792.00 165 Box Sekring Bh 25,000.00 79,187.00 166 Box MCB Grup - 167 Kabel NYA 2,5 X 2 mm Mtr 11,000.00 9,000.00 168 Tegel Keramik 30 X 30 Lbr 42,000.00 63,350.00 169 TegelKeramik 10X20 Lbr 45,000.00 52,792.00 170 Tegel Mozaik 30 X 30 Lbr 60,000.00 60,000.00 171 Tegel Porselin 11X11 Lbr_ 45,000.00 45,000.00 172 Tegel Teraso 30 X 30 Lbr 50,000.00 58,071.00 173 Tegel PC Abu - Abu 20 X 20 M3 45,000.00 52,792.00 174 Paving Block Bh175 Gypsum Lbr - 89,746.00 176 Genteng Metal Lbr - 100,304.00 177 Bubungan Genteng Metal Bh - 47,512.00 178 Polycarbonate M2 - - 179 Lumbersharing Lbr - 26,396.00 180 Tandon 1100Ltr bh - - 181 Batu Alam Palimanan Bh - 15,837.00 182 Lis Plafon M' - 5,279.00 183 Pasir Beton M3 250,000.00

184 MANDOR O/H

185 KERALA TUKANG O/H

186 TUKANG O/H

187 PEKERJA O/H

Lampu Pijar 10-100 Watt + Viting

TA. 2012

6 80,000.00 130,000.00 600,000.00 2,000.00 450,000.00 650,000.00 395,000.00 650,000.00 1,200,000.00 250,000.00 180,000.00 220,000.00 35,000.00 25,000.00 45,000.00 66,000.00 93,000.00 3,400,000.00 3,750,000.00 2,100,000.00 2,000,000.00 1,000,000.00 1,000,000.00 850,000.00 58,000.00 70,000.00 85,000.00 95,000.00 135,000.00 180,000.00 263,958.00 250,000.00 100,000.00 55,000.00 40,000.00 263,958.00 47,500.00 55,000.00 40,000.00 50,000.00 42,000.00

35,000.00 37,500.00 100,000.00 150,000.00 142,500.00 170,000.00 200,000.00 200,000.00 15,000.00 150,000.00 150,000.00 150,000.00 60,000.00 75,000.00 18,000.00 24,000.00 20,000.00 15,000.00 8,000.00 11,500.00 50,000.00 10,000.00 15,000.00 22,000.00 1,250,000.00 1,700,000.00 500,000.00 1,450,000.00 104,750.00 160,000.00 300,000.00 250,000.00 900,000.00 450,000.00 1,055,830.00 1,100,000.00 800,000.00 800,000.00 3,500,000.00 35,000.00 18,000.00 25,000.00 18,000.00 25,000.00 18,000.00 30,000.00 15,000.00 50,000.00 75,000.00 95,000.00 100,000.00 100,000.00

150,000.00 175,000.00 225,000.00 450,000.00 475,000.00 22,000.00 27,000.00 31,000.00 50,000.00 80,000.00 115,000.00 263,958.00 290,353.00 15,000.00 20,000.00 150,000.00 200,000.00 275,000.00 500,000.00 950,000.00 1,050,000.00 1,100,000.00 1,200,000.00 145,000.00 175,000.00 235,000.00 400,000.00 525,000.00 1,000,000.00 1,050,000.00 1,100,000.00 1,200,000.00 12,000.00 322,028.00 50,000.00 30,000.00 42,000.00 20,000.00 25,000.00 55,000.00 50,000.00 20,000.00 20,000.00 50,000.00

380,000.00 125,000.00 350,000.00

125,000.00 380,000.00 285,000.00

5,000.00 25,000.00 15,000.00 35,000.00 55,000.00 15,000.00 10,000.00 4,500.00 30,000.00 4,500.00 39,000.00 27,000.00 45,000.00 125,000.00 10,000.00 35,000.00 20,000.00 20,000.00 21,117.00 26,396.00 50,000.00 35,000.00 50,000.00 110,000.00 60,000.00 79,187.00 50,000.00 10,000.00 58,000.00 50,000.00 60,000.00 45,000.00 60,000.00 60,000.00

90,000.00 35,000.00 45,000.00 300,000.00 25,000.00 2,200,000.00 15,000.00 25,000.00 250,000.00

150,000.00

125,000.00

110,000.00

100,000.00

RENCANA ANGGARAN BIAYA (RAB)

KEGIATAN : PEMBANGUNAN SPORT COMPLEXPEKERJAAN : PENIMBUNAN AREA DAN PEMBANGUNAN PAGAR KELILING LOKASI : KOTA TIMIKATAHUN ANGG : 2013

NO. JENIS PEKERJAAN SAT VOLUMEHARGA SATUAN JUMLAH HARGA

Bahan Upah/alat Bahan Upah

1 2 3 4 5 6 7 = (4x5) 8 = (4x6)

I PEKERJAAN PENIMBUNAN LOKASI

1 Pek. Penimbunan Sirtu m3 54,000.000 Rp 150,000.00 Rp 61,125.00 Rp 8,100,000,000.00 Rp 3,300,750,000.00 2 Pek. Perataan dan Pemadatan m3 54,000.000 Rp - Rp 29,375.00 Rp - Rp 1,586,250,000.00

TOTAL ......... 1 Rp 8,100,000,000.00 Rp 4,887,000,000.00

II PEKERJAAN PAGAR BATU m 1.000 a. Pekerjaan Awal

1 Pek. Pengukuran dan bouplank m 0.800 Rp 142,745.41 Rp 24,375.00 Rp 114,196.33 Rp 19,500.00 2 Pek. Galian tanah Pondasi m3 0.990 Rp - Rp 79,375.00 Rp - Rp 78,581.25 3 Pek. Urugan Kembali ex galian m3 0.330 Rp - Rp 58,750.00 Rp - Rp 19,387.50

Sub Tota-----2a Rp 114,196.33 Rp 117,468.75

b. Pekerjaan Batu

1 Pek. Pasangan batu kosong m3 0.180 Rp 810,960.00 Rp 137,475.00 Rp 145,972.80 Rp 24,745.50 2 Pek. Pasangan pondasi batu kali m3 0.495 Rp 1,149,100.00 Rp 264,375.00 Rp 568,804.50 Rp 130,865.63 3 Pek. Pasangan dinding batu kali m3 1.250 Rp 1,203,150.00 Rp 264,375.00 Rp 1,503,937.50 Rp 330,468.75 4 Pek. Plesteran siar/mata sapi m2 5.500 Rp 14,978.00 Rp 50,250.00 Rp 82,379.00 Rp 276,375.00

Sub Tota-----2b Rp 2,301,093.80 Rp 762,454.88

c. Pekerjaan Beton

1 Pek. Pondasi pile cap m3 0.040 Rp 4,739,422.00 Rp 930,675.00 Rp 189,576.88 Rp 37,227.00 2 Pek. Slof 20x20 m3 0.040 Rp 5,819,752.20 Rp 1,051,175.00 Rp 232,790.09 Rp 42,047.00 3 Pek. Kolom 20x20 m3 0.050 Rp 10,287,144.00 Rp 1,310,225.00 Rp 514,357.20 Rp 65,511.25 4 Pek. Ring balk 20x15 M 1.000 Rp 98,502.58 Rp 43,955.00 Rp 98,502.58 Rp 43,955.00

Sub Tota-----2c Rp 1,035,226.75 Rp 188,740.25

TOTAL ......... (2a+2b+2c) Rp 3,450,516.87 Rp 1,068,663.88

III PEKERJAAN PAGAR BETON PRECAST m 1,400.000

a. Pekerjaan Awal

1 Pek. Pengukuran dan bouplank m 560.000 Rp 142,745.41 Rp 24,375.00 Rp 79,937,428.63 Rp 13,650,000.00 2 Pek. Galian tanah Pondasi m3 1,386.000 Rp - Rp 79,375.00 Rp - Rp 110,013,750.00 3 Pek. Urugan Kembali ex galian m3 462.000 Rp - Rp 58,750.00 Rp - Rp 27,142,500.00

Sub Total----3a Rp 79,937,428.63 Rp 150,806,250.00

b. Pekerjaan Batu

1 Pek. Pasangan batu kosong m3 252.000 Rp 810,960.00 Rp 137,475.00 Rp 204,361,920.00 Rp 34,643,700.00 2 Pek. Pasangan pondasi batu kali m3 693.000 Rp 1,149,100.00 Rp 264,375.00 Rp 796,326,300.00 Rp 183,211,875.00

Sub Total----3b Rp 1,000,688,220.00 Rp 217,855,575.00

c. Pekerjaan Beton

1 Pek. Kolom Precast 20 x 20 x 300 cm m3 67.200 Rp 9,700,001.40 Rp 3,131,652.49 Rp 651,840,094.02 Rp 210,447,047.45 2 Pek. Plat Precast 5x40 x 250 cm m3 168.000 Rp 17,065,833.98 Rp 4,015,660.36 Rp 2,867,060,108.28 Rp 674,630,940.90

Sub Total----3c Rp 3,518,900,202.29 Rp 885,077,988.35

d. Pekerjaan kawat duri

1 Pek. Besi siku 40.40.4 dan Pemasangan Kawat duri m 1,400.000 Rp 35,826.88 Rp 102,146.63 Rp 50,157,628.14 Rp 143,005,275.00

Sub Tota-----3d Rp 50,157,628.14 Rp 143,005,275.00

TOTAL ......... (3a+3b+3c+3d) Rp 4,649,683,479.06 Rp 1,396,745,088.35

REKAPITULASI


NO. JENIS PEKERJAANJUMLAH HARGA (Rp)

Bahan Upah

1 2 3 4

I PEKERJAAN PENIMBUNAN LOKASI Rp 8,100,000,000.00 Rp 4,887,000,000.00

II PEKERJAAN PAGAR BATU

III PEKERJAAN PAGAR BETON PRECAST Rp 4,649,683,479.06 Rp 1,396,745,088.35

TOTAL (REAL COST) ----------------------- Rp 12,749,683,479.06 Rp 6,283,745,088.35

PPN 10% ----------------------------------------- Rp - Rp - GREND TOTAL -------------------------------- Rp 12,749,683,479.06 Rp 6,283,745,088.35 PEMBULATAN --------------------------------- Rp 12,749,683,000.00 Rp 6,283,745,000.00

TERBILANG :

Timika,

Sembilan Belas Milyar Tiga Puluh Tiga Juta Empat Ratus Dua Puluh Delapan Ribu Rupiah


TOTAL HARGAKETERANGAN

9 = (7+8) 10

Rp 11,400,750,000.00 Rp 1,586,250,000.00

Rp 12,987,000,000.00

Rp 133,696.33 Rp 78,581.25 Rp 19,387.50

Rp 231,665.08

Rp 170,718.30 Rp 699,670.13 Rp 1,834,406.25 Rp 358,754.00

Rp 3,063,548.68

Rp 226,803.88 Rp 274,837.09 Rp 579,868.45 Rp 142,457.58

Rp 1,223,967.00

Rp 4,519,180.75 4,519,180.75 per m'

Rp 93,587,428.63 Rp 110,013,750.00 Rp 27,142,500.00

Rp 230,743,678.63 164,816.91 per m'

Rp 239,005,620.00 Rp 979,538,175.00

Rp 1,218,543,795.00 870,388.43 per m'

Rp 862,287,141.46 Rp 3,541,691,049.18

Rp 4,403,978,190.64 3,145,698.71 per m'

Rp 193,162,903.14

Rp 193,162,903.14

Rp 6,046,428,567.40 4,318,877.55 per m'

REKAPITULASI


5 = (3+4) 6

Rp 12,987,000,000.00

Rp 6,046,428,567.40

Rp 19,033,428,567.40

Rp - Rp 19,033,428,567.40 Rp 19,033,428,000.00

19 April 2023





1 2 3 4 5 6 7 = (4x5) 8 = (4x6)

I PEKERJAAN PENIMBUNAN LOKASI

1 Pek. Penimbunan Sirtu m3 54,000.000 Rp 150,000.00 Rp 61,125.00 Rp 8,100,000,000.00 Rp 3,300,750,000.00 2 Pek. Perataan dan Pemadatan m3 54,000.000 Rp - Rp 29,375.00 Rp - Rp 1,586,250,000.00

TOTAL ......... 1 Rp 8,100,000,000.00 Rp 4,887,000,000.00

II PEKERJAAN PAGAR BATU 1.000 a. Pekerjaan Awal

1 Pek. Pengukuran dan bouplank m 0.800 Rp 142,745.41 Rp 24,375.00 Rp 114,196.33 Rp 19,500.00 2 Pek. Galian tanah Pondasi m3 0.990 Rp - Rp 79,375.00 Rp - Rp 78,581.25 3 Pek. Urugan Kembali ex galian m3 0.330 Rp - Rp 58,750.00 Rp - Rp 19,387.50

Sub Tota-----2a Rp 114,196.33 Rp 117,468.75

b. Pekerjaan Batu

1 Pek. Pasangan batu kosong m3 0.180 Rp 810,960.00 Rp 137,475.00 Rp 145,972.80 Rp 24,745.50 2 Pek. Pasangan pondasi batu kali m3 0.495 Rp 1,149,100.00 Rp 264,375.00 Rp 568,804.50 Rp 130,865.63

Sub Tota-----2b Err:522 Err:522

c. Pekerjaan Beton

1 Pek. Pondasi pile cap m3 0.040 Rp 4,739,422.00 Rp 930,675.00 Rp 189,576.88 Rp 37,227.00 2 Pek. Slof 20x20 m3 0.040 Rp 5,819,752.20 Rp 1,051,175.00 Rp 232,790.09 Rp 42,047.00 3 Pek. Kolom 20x20 m3 0.050 Rp 10,287,144.00 Rp 1,310,225.00 Rp 514,357.20 Rp 65,511.25 4 Pek. Ring balk 20x15 M 1.000 Rp 98,502.58 Rp 43,955.00 Rp 98,502.58 Rp 43,955.00

Sub Tota-----2c Rp 1,035,226.75 Rp 188,740.25

TOTAL ......... (2a+2b+2c) Err:522 Err:522





1 2 3 4 5 6 7 = (4x5) 8 = (4x6)III PEKERJAAN PAGAR BETON PRECAST m 1,400.000

a. Pekerjaan Awal

1 Pek. Pengukuran dan bouplank m 560.000 Rp 142,745.41 Rp 24,375.00 Rp 79,937,428.63 Rp 13,650,000.00 2 Pek. Galian tanah Pondasi m3 1,386.000 Rp - Rp 79,375.00 Rp - Rp 110,013,750.00 3 Pek. Urugan Kembali ex galian m3 462.000 Rp - Rp 58,750.00 Rp - Rp 27,142,500.00

Sub Total----3a Rp 79,937,428.63 Rp 150,806,250.00

b. Pekerjaan Batu

1 Pek. Pasangan batu kosong m3 252.000 Rp 810,960.00 Rp 137,475.00 Rp 204,361,920.00 Rp 34,643,700.00 2 Pek. Pasangan pondasi batu kali m3 693.000 Rp 1,149,100.00 Rp 264,375.00 Rp 796,326,300.00 Rp 183,211,875.00 3 Pek. Pasangan dinding batu kali m3 1,750.000 Rp 1,203,150.00 Rp 264,375.00 Rp 2,105,512,500.00 Rp 462,656,250.00 4 Pek. Plesteran siar/mata sapi m2 7,700.000 Rp 14,978.00 Rp 50,250.00 Rp 115,330,600.00 Rp 386,925,000.00

Sub Total----3b Rp 3,221,531,320.00 Rp 1,067,436,825.00

c. Pekerjaan Beton

1 Pek. Kolom Precast 20x20 cm m3 67.200 Rp 9,700,001.40 Rp 3,131,652.49 Rp 651,840,094.02 Rp 210,447,047.45 2 Pek. Plat Precast 5x40 cm m3 168.000 Rp 17,065,833.98 Rp 4,015,660.36 Rp 2,867,060,108.28 Rp 674,630,940.90

Sub Total----3c Rp 3,518,900,202.29 Rp 885,077,988.35


1 Pek. Besi siku 40.40.4 dan Pemasangan Kawat duri m 1,400.000 Rp 35,826.88 Rp 102,146.63 Rp 50,157,628.14 Rp 143,005,275.00

Sub Tota-----3d Rp 50,157,628.14 Rp 143,005,275.00

TOTAL ......... (3a+3b+3c+3d) Rp 6,870,526,579.06 Rp 2,246,326,338.35





1 2 3 4 5 6 7 = (4x5) 8 = (4x6)

REKAPITULASI


NO. JENIS PEKERJAANJUMLAH HARGA (Rp)

Bahan Upah

1 2 3 4

I PEKERJAAN PENIMBUNAN LOKASI Rp 8,100,000,000.00 Rp 4,887,000,000.00

II PEKERJAAN PAGAR BATU

III PEKERJAAN PAGAR BETON PRECAST Rp 6,870,526,579.06 Rp 2,246,326,338.35

TOTAL (REAL COST) ----------------------- Rp 14,970,526,579.06 Rp 7,133,326,338.35

PPN 10% ----------------------------------------- Rp - Rp - GREND TOTAL -------------------------------- Rp 14,970,526,579.06 Rp 7,133,326,338.35 PEMBULATAN --------------------------------- Rp 14,970,527,000.00 Rp 7,133,326,000.00

TERBILANG :

Timika,

Dua PULUH Dua Milyar Seratus Tiga Juta Delapan Ratus Lima Puluh Tiga Ribu Rupiah



9 = (7+8) 10

Rp 11,400,750,000.00 Rp 1,586,250,000.00

Rp 12,987,000,000.00

Rp 133,696.33 Rp 78,581.25 Rp 19,387.50

Rp 231,665.08

Rp 170,718.30 Rp 699,670.13

Err:522

Rp 226,803.88 Rp 274,837.09 Rp 579,868.45 Rp 142,457.58

Rp 1,223,967.00

Err:522 Err:522



9 = (7+8) 10

Rp 93,587,428.63 Rp 110,013,750.00 Rp 27,142,500.00

Rp 230,743,678.63

Rp 239,005,620.00 Rp 979,538,175.00 Rp 2,568,168,750.00 Rp 502,255,600.00

Rp 4,288,968,145.00

Rp 862,287,141.46 Rp 3,541,691,049.18

Rp 4,403,978,190.64

Rp 193,162,903.14

Rp 193,162,903.14

Rp 9,116,852,917.40 6,512,037.80 per m'



9 = (7+8) 10

REKAPITULASI


5 = (3+4) 6

Rp 12,987,000,000.00

Rp 9,116,852,917.40

Rp 22,103,852,917.40

Rp - Rp 22,103,852,917.40 Rp 22,103,853,000.00

19 April 2023

II 10 M PEKERJAAN PAGAR BATU 10m 1m

a. Pekerjaan Awal

1 Pek. Pengukuran dan bouplank m 8 0.8

2 Pek. Galian tanah Pondasi m3 9.9 0.99

3 Pek. Urugan Kembali ex galian m3 3.3 0.33

b. Pekerjaan Batu

1 Pek. Pasangan batu kosong m3 1.8 0.18

2 Pek. Pasangan pondasi batu kali m3 4.95 0.495

3 Pek. Pasangan dinding batu kali m3 12.5 1.25

4 Pek. Plesteran foeg/mata sapi m2 55 5.5

c. Pekerjaan Beton

1 Pek. Pondasi pile cap m3 0.4 0.04

2 Pek. Slof 20x20 m3 0.4 0.04

3 Pek. Kolom 20x20 m3 0.5 0.05

4 Pek. Ring balk 20x15 m3 0.3 0.03

III PEKERJAAN PAGAR BETON PRECAST

a. Pekerjaan Awal m1 Pek. Pengukuran dan bouplank m32 Pek. Galian tanah Pondasi m33 Pek. Urugan Kembali ex galian m3

b. Pekerjaan Batu

#VALUE! Pek. Pasangan batu kosong m3 1.8 0.18

#VALUE! Pek. Pasangan pondasi batu kali m3 4.95 0.495

c. Pekerjaan Beton

1 Pek. Kolom Precast 20x20 m3 0.48 0.048

2 Pek. Plat Precast 5x40 cm m3 1.2 0.12


1 Pek. Besi siku 40.40.4 kg2 Pek. Pemasangan Kawat duri m

5.56

2.02

0.80

5.50

25.00

25.00

20.00

33.33

0.6165 0.88776 0.22194

beton besi 10 besi 12 besi 6

20.833333333 44.032896 3.10716 47.140056

8.3333333333 318.11 Ø10mm'

265.095 91.7352 6.47325 98.20845

560 batang Kolom3360 Batang Plat

120.0 kg/bh

288.0 kg/bh

m/m3

m/m3

m/m3

m2/m 5.2 0.3 5.5

0.00 Ø10mm'

mal

11.04 23

54 45

DAFTAR HARGA SATUAN BAHAN

Kegiatan : Normallsasl Sungal dl Kabupaten Mimika

Pekerjaan : Normallsasl Sungai dl Kabupaten Mimika

Lokasi : Distrik Kuala Kencana SP-III Kabupaten Mimika

T.A. : 2013

NO U R A I A N KODE SAT

1 Batu belah 10/15 ; 10/20 CM M.020 M3 2 Batu pecah 5/7 cm M.021 M3 3 Batu pecah 3/5 cm M.023 M3 4 Batu pecah 2/3 cm M.024 M3 5 Batu pecah 1/2 cm M.025 M3 6 Batu pecah 0,5/1 cm M.026 M3 7 Batu pecah 1/1,5 cm M.028 M3 8 Batu pecah max 2 cm M.029 M3 9 Batu pecah 2/4 cm M.030 M3

10 Pasir urug M.040 M3 11 Pasir pasang /cor M.041 M3 12 Sirtu royalti MR.42 M3 13 Batu belah quarry MR.10 M3 14 Tanah urug pilihan M.050 M3 15 Aspal curah M.061 Kg 16 Aspal bitumen M.061A Kg 17 Minyak tanah M.065 Ltr 18 Kayu bakar M.070 M3 19 Semen isi 50 kg M.080 Zak 20 Semen M.080 Kg 21 Kapur M.081 M3 22 Cat besi M.090 Kg 23 Cat kayu M.091 Kg 24 P a k u M.166 Kg 25 Besi beton polos M.167 Kg 26 Besi beton ulir M.167 Kg 27 Kawat baja M.168 Kg 28 Alat bantu M.170 set 29 Acuan dari kayu M.180 M3 30 Solar industri M.183 Ltr 31 Solar subsidi M.183 Ltr 32 Premium M.184 Ltr 33 Minyak pelumas M.185 Ltr 34 Meni M.187 Kg 35 Minyak cat (thinner A) M.188 Ltr 36 Minyak cat (thinner B) M.188 Ltr 37 Bata merah klas 1 Bh

TIMIKA,PT. ABU KIMIA

DAFTAR HARGA SATUAN UPAH KERJA




T.A. : 2013

NO U R A I A N KODE SAT HARGA SATUAN

1 Mandor L.061 Hari 120,000.00 2 Mekanik terampil L.071 Hari 130,000.00 3 Mekanik semi terampil L.072 Hari 140,000.00 4 Kepala tukang L.073 Hari 155,000.00 5 Tukang L.079 Hari 165,000.00 6 Operator terampil L.081 Hari 175,000.00 7 Operator semi terampil L.082 Hari 165,000.00 8 Pembantu operator L.083 Hari 160,000.00 9 Sopir terampil L.091 Hari 150,000.00

10 Pembantu sopir L.099 Hari 75,000.00 11 Pekerja tak terampil L.101 Hari 110,000.00 12 Pekerja semi terampil L.103 Hari 48,500.00 13 Pekerja terampil L.106 Hari 53,000.00 14 Masinis L.107 Hari 40,000.00 15 Tukang aspal L.108 Hari 7,000.00 16 Penjaga L.110 Hari 11,000.00

###

Surabaya, 5 Juli 2010PT. HUTOMO MANDALA PERKASA

YENNY KURNIAWATIDirektur Utama

DAFTAR HARGA SATUAN UPAH KERJA

KET

PT. HUTOMO MANDALA PERKASA

DAFTAR HARGA SEWA PERALATAN




T.A. : 2013

NO JENIS ALAT KODE SAT

1 Motor grader 100 HP E.010 Jam 225,000.00

2 Roller 3 Wheeled 6-8 T 37 HP E.080 Jam 87,591.76

3 Roller Tandem 6-10T 40 HP E.081 Jam 95,843.71

4 Roller Pneumatic 8-15 T 95 HP E.084 Jam 134,184.40

5 Roller Vibrator Pedestrian 1 T 12 HP E.087 Jam 33,297.40

6 Tamper Vibrator Plate 4 HP E.088 Jam 10,665.24

7 Concrete Vibrator 4 HP E.089 Jam 12,270.32

8 Asphalt sprayer towed 100 L 6 HP E.154 Jam 22,266.48

9 Sprayer selfprop 350 L 25 HP E.153 Jam 63,885.56

10 Asphalt Mixing Plant 30 T/H 150 HP E.155 Jam 605,992.80

11 Asphalt finisher 1,82 M 30 HP E.157 Jam 194,634.00

12 Compresor Air 210 M3 35 HP E.301 Jam 82,375.47

13 Pump, water 5 CM 8 HP E.341 Jam 21,342.05

14 Pump, water 10 CM 12 HP E.342 Jam 35,000.00

15 Dump Truck 3,5 T 115 HP E.211 Jam 286,638.37

16 Dump Truck 5 T 145 HP E.212 Jam 125,000.00

17 Flat bed truck 3,5 T 115 HP E.221 Jam 170,210.31

18 Watertank truck 4000 L 115 HP E.182 Jam 201,959.14

19 Mixer concrete 0,125 M3 4 HP E.251 Jam 17,727.02

20 Mixer concrete 0,5 M3 20 HP E.253 Jam 47,912.32

20 Screening plant 80 HP E.040 Jam 179,311.84

21 Stone Crusher 185 HP E.031 Jam 466,968.08

22 Bulldozer 110 HP E.001 Jam 185,000.00

23 Loader Wheeled 185 HP E.052 Jam 350,508.40

### 24 Excavator 160 HP Jam 285,000.00

HARGA SATUAN

DAFTAR HARGA SEWA PERALATAN

KET

ANALISA HARGA SATUAN PEKERJAAN

PEKERJAAN : PEMELIHARAAN JALAN SUMBER SEWU - TEMBOKREJONO. MATA PEMBAYARAN : 1.2.4JENIS PEKERJAAN : MOBILISASI DAN DEMOBILISASISATUAN PEKERJAAN : Ls

U R A I A NHarga Jumlah

NO Sat Satuan Harga

(Rp.) (Rp.)

MOBILISASI PERALATAN

1 Dump Tcuck 8 - 10 m3 Unit 5.00 100,000.00 500,000.00 2 Asphalt Finisher Unit 1.00 1,000,000.00 1,000,000.00 3 Asphalt Sprayer Unit 1.00 250,000.00 250,000.00 4 Compresor Unit 1.00 250,000.00 250,000.00 5 Tandem Roller Unit 1.00 750,000.00 750,000.00 6 Tire Roller Unit 1.00 500,000.00 500,000.00 7 Jack Hammer Unit 1.00 500,000.00 500,000.00 8 Water Tanker Unit 1.00 100,000.00 100,000.00 9 Vibro Roller Unit 1.00 750,000.00 750,000.00 10 Motor Grader Unit 1.00 500,000.00 500,000.00 11 Road Roller Unit 1.00 750,000.00 750,000.00

Jumlah 5,850,000.00

Surabaya, 5 Juli 2010


YENNY KURNIAWATI

Direktur Utama

Perkiraan

Kuantitas

ANALISA BIAYA PEKERJAAN KODE

PENGADAAN KERIKIL SUNGAI ( TIDAK DISARING ) K.013(MENGGUNAKAN BURUH)PROPINSI : KODE : KABUPATEN : DISIAPKAN OLEH : TANGGAL :NTB 52 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA 5 JULI 2010

PROSES : ANGGAPAN :1 Menggali Kerikil sungai dan memuat ke truck 1 Menggunakan tenaga manusia (60 m3/hari) dalam dua kelompok

dengan tenaga manusia di sungai 2 Material dikirim kelokasi pekerjaan atau penimbunan.2 Truck mengangkut kerikil sungai ke lokasi 3 Muatan 5 truck per jam (1 m3 / orang / hari )

pekerjaan / penimbunan 4 Waktu muat 12 menit/10 org/truk waktu bongkar 5 mnt/5 org/truk3 Membongkar muatan truck dengan tenaga 5 Dua tim @ 5 org membongkar truck

manusia. 6 Jarak angkut 10 km, 72 mnt per trip, 5 trip/hari/truk7 Volume yang diukur berdasarkan 3 ton lepas/truk ( BJ = 1,5)8 Umur alat bantu rata-rata 1 bln/org/set @ 3 alat

PEKERJA HARI KODE

Mandor 2.00 1.00 L.061 2.00 120,000.00 240,000.00 Sopir Terampil 6.00 1.00 L.091 6.00 150,000.00 900,000.00 Buruh tak terampil 60.00 1.00 L.101 60.00 110,000.00 6,600,000.00

7,740,000.00

MATERIAL SATUAN KODE Total Volume

Sirtu - Royalty 60.00 M3 MR.42 60.00 48,500.00 2,910,000.00 Alat bantu (set @ 3 alat) 2.50 SET M.170 2.40 10,000.00 24,000.00

2,934,000.00

PERALATAN JUMLAH KODE JAM KERJA

Truck Bak Terbuka 3.5 T/115 HP 6.00 1.00 E.211 36.00 170,210.31 6,127,571.08

6,127,571.08 JUMLAH 16,801,571.08

VOLUME 60.00 SATUAN : M3 HARGA SATUAN ( Rp) : 280,026.18 Per M3 QUANTITY

HARGA SATUAN PEKERJAAN INI SUDAH TERMASUK JASA, RRETRIBUSI, KEUNTUNGAN DAN PUNGUTAN RESMI LAINNYA KECUALI PPN

DIREKTORAT JENDRAL BINA MARGA DIREKTORAT BINA PROGRAMBJALAN SUBDIT. PERENCANAAN JALAN LOKAL

DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


PENGADAAN KERIKIL SUNGAI TERSARING K.016( MENGGUNAKAN ALAT )PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :NTB 52 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA 5 JULI 2010

PROSES : ANGGAPAN :1 Buldozer menimbun stok disungai untuk loader 1 Menggunakan alat bantu ( 60 m3/hari )2 Dump Truck memuat dan mengangkut kerikil 2 Loader memuati bergantian diantara truck pengangkut dan

sungai ke tempat saringan truck pengisi tempat saringan di sungai3 Kerikil disaring sesuai ukuran 3 Sumber material tersedia bebas/dengan ganti rugi royalty yang4 Loader memuati dump truck berlaku.5 Dump truck mengangkut kerikil sungai yang disaring 4 Volume yang diukur berdasarkan 5 ton lepas/truk (BJ = 1.5 )

ke lokasi pekerjaan / penimbunan 5 Suplai ke lokasi jarak 10 km dari sumber; 1 trip/jam/truk (dgn 3 truk)6 Umur alat bantu rata-rata 1 bulan/org/set @ 3 alat7 Kapasitas saringan rata-rata 20 ton/jam, dengan ditambah bagian

halus 20% dengan dibuang oversize 30%

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Operator terampil 3.00 1.00 L.081 3.00 130,000.00 390,000.00 Operator semi terampil 1.00 1.00 L.082 1.00 165,000.00 165,000.00 Sopir terampil 4.00 1.00 L.091 4.00 150,000.00 600,000.00 Pembantu sopir 1.00 L.099 - 75,000.00 - Buruh tak terampil 3.00 1.00 L.101 3.00 110,000.00 330,000.00 Buruh semi terampil 4.00 1.00 L.103 4.00 48,500.00 194,000.00

1,799,000.00


Sirtu-Royalty 80.00 M3 MR.42 80.00 48,500.00 3,880,000.00 Alat bantu (@ 3 alat) 0.20 Set M.170 0.20 10,000.00 2,000.00

3,882,000.00


Buldozer 110 HP 1.00 1.00 E.001 3.00 185,000.00 555,000.00 Mesin penyaring 80 HP 1.00 1.00 E.040 5.00 179,311.84 896,559.20 Wheel Loader 115 HP 1.00 1.00 E.052 6.00 350,508.40 2,103,050.40 Dump Truck 5 ton/145 HP 4.00 1.00 E.212 24.00 125,000.00 3,000,000.00

6,554,609.60 JUMLAH 12,235,609.60


HARGA SATUAN PEKERJAAN INI SUDAH TERMASUK JASA, RRETRIBUSI, KEUNTUNGAN DAN PUNGUTAN RESMI LAINNYA KECUALI PPN


DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


PRODUKSI KERIKIL PECAH TERSARING

K.017(MENGGUNAKAN ALAT)

PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :NTB 52 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA 5 JULI 2010

PROSES : ANGGAPAN :1 Buldozer membuat timbunan disungai untuk loader 1 Menggunakan alat berat (60 m3/hari), material diolah 2x2 Loader memuat ke Dump Truck yang membongkar 2 Kerikil diambil dari sungai dan diangkut kesaringan pertama

kesaringan 1 3 33,3 bt lolos saringan pd mesin dg produksi 15 t/jam3 Batu oversize ke pemecah 1 4 70% batu yg sdh dipecah dicampur kembali dgn batu dari sungai4 Hasil pecahan batu dicampur ulang dengan hasil yg lolos saringan

saringan untuk pemecah 2 5 Volume yang diukur berdasarkan 5 ton lepas / truk (BJ = 1,5)5 Dumptruck angkut batu pecah tersaring 6 Jarak kirim dari sumber bahan kelokasi pekerjaan 10 km, 1 trip/jam/truk

7 Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat.

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Operator terampil 3.00 1.00 L.081 3.00 130,000.00 390,000.00 Operator semi terampil 2.00 1.00 L.082 2.00 165,000.00 330,000.00 Sopir terampil 4.00 1.00 L.091 4.00 150,000.00 600,000.00 Pembantu sopir 1.00 L.099 - 75,000.00 - Buruh tak terampil 4.00 1.00 L.101 4.00 110,000.00 440,000.00 Buruh semi terampil 4.00 1.00 L.103 4.00 48,500.00 194,000.00

2,074,000.00


Kerikil sungai-Royalty 80.00 M3 MR.12 80.00 48,500.00 3,880,000.00 Alat bantu (@ 3 alat) 0.20 Set M.170 0.20 10,000.00 2,000.00

3,882,000.00


Buldozer 110 HP 1.00 1.00 E.001 2.00 185,000.00 370,000.00 Mesin pecah batu 30 t/j 185 HP 1.00 1.00 E.031 6.00 179,311.84 1,075,871.04 Wheel Loader 115 HP 1.00 1.00 E.052 5.00 350,508.40 1,752,542.00 Dump Truck 5 ton/145 HP 4.00 1.00 E.212 24.00 125,000.00 3,000,000.00

6,198,413.04 JUMLAH 12,154,413.04


HARGA SATUAN PEKERJAAN INI SUDAH TERMASUK JASA, RETRIBUSI, KEUNTUNGAN DAN PUNGUTAN RESMI LAINNYA KECUALI PPN


DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


PROD. BATU PECAH TERSARING MEMPERGUNAKAN QUARRY K.018(MENGGUNAKAN ALAT)

PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :NTB 52 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA 5 JULI 2010

PROSES : ANGGAPAN :1 Buldozer membongkar batu quarry dan menimbun batu 1 Menggunakan alat berat (60 m3/hari), material diolah tiga kali.

untuk loader 2 Batu diambil dari quarry dan diangkut kesaringan pertama (25 t/j)2 Loader memuat ke Dump Truck yang membongkar 3 Ex.saringan 1-2 t/j ke pemecah 1,21 t/j ke saringan 2 & 2 t/j terbuang

kesaringan 1 4 Ex. Saringan 2: 19 t/j ke pemecah 1 & 1,8 t/j ke pemecah 2 3 Batu oversize ke pemecah 1 5 Ex. Saringan 1: 12,2 t/j ke pemecah 2,7,2 t/j untuk dikirim & 1,8 t/j4 Hasil pecahan batu dicampur ulang dengan hasil terbuang.

saringan untuk pemecah 2 6 Ex.pemecah 2: 14 t/j untuk dikirim.5 Dumptruck angkut batu pecah tersaring 7 Volume yang diukur berdasarkan 5 ton lepas / truk (8j = 1,35)

8 Jarak kirim dari sumber bahan kelokasi pekerjaan 10 km, 1 trip/jam/truk9 Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat.

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Operator terampil 4.00 1.00 L.081 4.00 130,000.00 520,000.00 Operator semi terampil 4.00 1.00 L.082 4.00 165,000.00 660,000.00 Sopir terampil 4.00 1.00 L.091 4.00 150,000.00 600,000.00 Pembantu sopir 4.00 1.00 L.099 4.00 75,000.00 300,000.00 Buruh tak terampil 5.00 1.00 L.101 5.00 110,000.00 550,000.00 Buruh semi terampil 4.00 1.00 L.103 4.00 48,500.00 194,000.00

2,944,000.00


Batu Quarry - Royalty M3 MR.10 70.00 48,500.00 3,395,000.00 Alat bantu (@ 3 alat) Set M.170 0.20 10,000.00 2,000.00

3,397,000.00


Buldozer 110 HP 1.00 1.00 E.001 6.00 185,000.00 1,110,000.00 Mesin pecah batu 30 t/j 185 HP 1.00 1.00 E.031 4.00 179,311.84 717,247.36 Wheel Loader 115 HP 1.00 1.00 E.052 6.00 350,508.40 2,103,050.40 Dump Truck 5 ton/145 HP 4.00 1.00 E.212 24.00 125,000.00 3,000,000.00

6,930,297.76 JUMLAH 13,271,297.76

VOLUME 60.00 SATUAN : M3 HARGA SATUAN ( Rp) : 221,188.30 Per M3



DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


MEMPRODUKSI CAMPURAN TIPIS ASPAL PASIR ( LASTASIR )

K.020(MENGGUNAKAN ALAT)

PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :NTB 52 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA 5 JULI 2010PROSES : ANGGAPAN :

1 Semua material dikirim pemasok 1 LATASIR dihasilkan dari AMP produksi 100 ton/hari2 Loader menjaga bin tetap penuh 2 Aspal dipanaskan lebih dahulu agar aspal sudah siap saat dimulai3 Produksi AMP 100 ton/hari 3 Biaya produksi termasuk pengangkutan s/d 10 km dari AMP4 Dumptruck dimuati dan ditutup terpal untuk 4 Produksi dimuat kedalam dump truck 5 ton dam dikirim ke tempat

mempertahankan suhu pekerjaan5 Dumptruck membongkar langsung kedalam mesin 5 Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat.

penghampar aspal 6 Sesuai Spesifikasi BM No.12/PT/B/1983 dan revisi Spesifikasi Umum Maret 1989Buku 3

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Operator terampil 2.00 1.00 L.081 2.00 130,000.00 260,000.00 Mekanik terampil 1.00 1.00 L.071 1.00 130,000.00 130,000.00 Sopir terampil 4.00 1.00 L.091 4.00 150,000.00 600,000.00 Pembantu sopir 1.00 L.099 - 75,000.00 - Buruh tak terampil 4.00 1.00 L.101 4.00 110,000.00 440,000.00 Buruh semi terampil 5.00 1.00 L.103 5.00 48,500.00 242,500.00

1,792,500.00


Pasir ayak untuk beton 45.00 M3 M.041 45.00 110,000.00 4,950,000.00 Aspal 9,000.00 kg M.061 9,000.00 7,000.00 63,000,000.00 Semen 70.40 50 kg/zak M.080 70.40 920.00 64,768.00 Kapur 7.50 M3 M.081 7.50 200,000.00 1,500,000.00

69,514,768.00

PERALATAN JUMLAH JAM KERJA

Wheel Loader 115 HP 1.00 1.00 E.052 5.00 350,508.40 1,752,542.00 Mesin pencampur aspal 30 t/j 1.00 1.00 E.155 5.00 605,992.80 3,029,964.00 Dump truck 5t/145 HP 4.00 1.00 E.212 24.00 125,000.00 3,000,000.00

7,782,506.00 JUMLAH 79,089,774.00

VOLUME 100.00 SATUAN : TON HARGA SATUAN ( Rp) : 790,897.74 Per TON



DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

KODE

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


K.026PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :NTB 52 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA 5 JULI 2010PROSES : ANGGAPAN :

1 Semua material dikirim pemasok 1 ATB dibuat AMP produksi 100 ton/hari2 Loader menjaga bin tetap penuh 2 Agregat pecah tersaring3 Produksi AMP 100 ton/hari 3 Aspal dipanaskan lebih dahulu agar aspal siap saat dimulai4 Dumptruck dimuati dan ditutup terpal untuk 4 Produksi dimuat kedalam dump truck 5 ton dam dikirim ke tempat

mempertahankan suhu pekerjaan5 Dumptruck mengangkut ke tempat pekerjaan 5 Biaya produksi termasuk pengangkutan sampai 10 km dari AMP

6 Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat.7 Spek.B.M. No.03/PT/B/1983 dan revisi Spesifikasi Umum Maret 1989

Buku 3

PEKERJA HARI KODE

Mandor 2.00 1.00 L.061 2.00 120,000.00 240,000.00 Operator terampil 4.00 1.00 L.081 4.00 130,000.00 520,000.00 Operator semi terampil 3.00 1.00 L.082 3.00 150,000.00 450,000.00 Sopir terampil 6.00 1.00 L.091 6.00 150,000.00 900,000.00 Mekanik terampil 1.00 1.00 L.071 1.00 130,000.00 130,000.00 Buruh tak terampil 7.00 1.00 L.101 7.00 110,000.00 770,000.00 Buruh semi terampil 7.00 1.00 L.103 7.00 48,500.00 339,500.00

3,349,500.00


Pasir ayak untuk beton 25.00 M3 M.041 25.00 110,000.00 2,750,000.00 Aspal 5,900.00 kg M.061 5,900.00 7,000.00 41,300,000.00 Alat bantu 0.20 set M.170 0.20 10,000.00 2,000.00 Batu sungai pecah tersaring 47.00 M3 K.012 47.00 202,573.55 9,520,956.88

53,572,956.88


Wheel Loader 115 HP 2.00 1.00 E.052 9.00 350,508.40 3,154,575.60 Mesin pencampur aspal 30 t/j 1.00 1.00 E.155 5.00 605,992.80 3,029,964.00 Dump truck 5t/145 HP 7.00 1.00 E.212 35.00 125,000.00 4,375,000.00 Bulldozer 110 HP 1.00 1.00 E.001 4.00 185,000.00 740,000.00 Pemecah batu 200 HP 1.00 1.00 E.031 4.00 466,968.08 1,867,872.32

13,167,411.92 JUMLAH 70,089,868.80

VOLUME 100.00 SATUAN : TON HARGA SATUAN ( Rp) : 700,898.69 Per TON



DAN KABUPATEN MEMPRODUKSI CAMPURAN ASPAL BETON UNTUK LAPIS PONDASI ATAS (LASTON ATAS) (MENGGUNAKAN ALAT)

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


MEMBUAT PARIT TEPI JALAN

K.110(MENGGUNAKAN BURUH)


1 Galian parit dengan tenaga manusia 1 Menggunakan tenaga manusia (1oo m/hr)Membuang sisa galian dengan menggunakan truck 2 Dimensi Parit : Lebar bawah = 0,50 m bakterbuka Lebar atas = 1,30 m

Kedalaman = 0,60 m Volume = 0,54 m3/m

3 25% hasil galian dibuang setempat4 Sisa galian dibuang sejauh 2 km5 Menggali dan membuang dihitung 1,5 m3/org/hr6 Umur alat bantu rata-rata 1 bln/org/set @ 3 alat

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Sopir terampil 2.00 1.00 L.091 2.00 150,000.00 300,000.00 Buruh tak terampil 36.00 1.00 L.101 36.00 110,000.00 3,960,000.00

4,380,000.00


Alat bantu (set @ 3 alat) 1.50 set M.170 1.50 10,000.00 15,000.00

15,000.00


Truck bak terbuka 3,5 ton 2.00 1.00 E.221 10.00 170,210.31 1,702,103.08

1,702,103.08 JUMLAH 6,097,103.08

VOLUME 54.00 SATUAN : M3 HARGA SATUAN ( Rp) : 112,909.32 Per M3



DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


GALIAN TANAH UNTUK KONSTRUKS



1 Digali dengan tenaga manusia 1 Menggunakan tenaga manusia2 Membuang tanah galian sejauh 30 m dari 2 Kapasitas kerja per kelompok 50 m3/hari

lubang galian 3 Kedalaman rata-rata galian s/d 3 m4 Umur alat bantu rata -rata 1 bulan/orang/set @ 3 alat5 Untuk jenis tanah berbaru, harga satuan pekerjaan K.224 dikalikan dengan

faktor 1,5

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Buruh tak terampil 30.00 1.00 L.101 30.00 110,000.00 3,300,000.00 Buruh terampil 2.00 1.00 L.106 2.00 53,000.00 106,000.00

3,526,000.00



100,000.00


- JUMLAH 3,626,000.00

VOLUME 50.00 SATUAN : m3 HARGA SATUAN ( Rp) : 72,520.00 Per M3



DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


K.225PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :NTB 52 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA 5 JULI 2010PROSES : ANGGAPAN :

1 Membersihkan struktur dari bahan-bahan organik. 1 Bahan urugan dikirim kelokasi pekerjaan oleh pemasok.2 Buruh mengurug bagian belakang struktur. 2 Urugan dipadatkan berlapis tebal 10 cm.3 Memadatkan dengan tamper dan mesin gilas bergetar.

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Buruh tak terampil 10.00 1.00 L.101 10.00 110,000.00 1,100,000.00 Buruh semi terampil 3.00 1.00 L.103 3.00 48,500.00 145,500.00

1,365,500.00


Kerirkil sungai tidak disaring (sirtu 20.00 m3 M.042 20.00 48,500.00 970,000.00 Alat bantu (set @ 3 alat) 0.30 set M.170 0.30 10,000.00 3,000.00

973,000.00


Mesin gilas bergetar 1.00 1.00 E.087 5.00 33,297.40 166,487.00 T a m p e r 1.00 2.00 E.088 10.00 10,665.24 106,652.40

273,139.40 JUMLAH 2,611,639.40

VOLUME 15.00 SATUAN : m3 HARGA SATUAN ( Rp) : 174,109.29 Per M3



DAN KABUPATEN PENIMBUNAN & PEMADATAN UNTUK JEMBATAN, GORONG-GORONG (MENGGUNAKAN BURUH)

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


PENIMBUNAN BADAN JALAN / SUBGRADE


PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :

PROSES : ANGGAPAN :1 Material dihampar (maksimum) setiap lapis 20 cm 1 Menggunakan tenaga manusia2 Setiap lapis dipadatkan minimal 4 kali lintasan 2 Harga material yang termurah untuk timbunan dikirim kelokasi

dengan mesin gilas roda karet. pekerjaan sejauh 10 km oleh pemasok.3 Harga material tergantung harga dilokasi pekerjaan4 Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat

PEKERJA HARI KODE

Mandor 2.00 6.00 L.061 12.00 120,000.00 1,440,000.00 Operator terampil 1.00 6.00 L.081 6.00 130,000.00 780,000.00 Sopir terampil 1.00 6.00 L.091 6.00 150,000.00 900,000.00 Buruh tak terampil 48.00 6.00 L.101 288.00 110,000.00 31,680,000.00

34,800,000.00


Pasir urug / Tanah timbunan 1.00 M3 M.040 1.00 40,000.00 40,000.00 Alat bantu 1.00 set M.170 1.00 10,000.00 10,000.00

50,000.00


Mesin gilas roda karet 8 - 15 T 1.00 6.00 E.084 30.00 134,184.40 4,025,532.00 Truck tangki air 115 HP 1.00 6.00 E.182 24.00 201,959.14 4,847,019.43

8,872,551.43 JUMLAH 43,722,551.43

VOLUME 375.00 SATUAN : m3 HARGA SATUAN ( Rp) : 116,593.47 Per M3 QUANTITY



DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


PEMBERSIHAN PARIT SAMPING


PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :0 0 0 0 0

PROSES : ANGGAPAN :1 Membersihkan saluran samping dan gorong2 dari 1 Menggunakan tenaga manusia

kotoran / sampah dan tumbuh-tumbuhan 2 Membersihkan sampah/kotoran yang menyumbat, tumbuh2an dari parit2 Buang sampah / kotoran tersebut manggunakan truck dan gorong-gorong.

3 Pembuangan puing sejauh 1 km4 Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat5 Kapsitas 1 rit pp/jam/truck.

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Sopir terampil 2.00 1.00 L.091 2.00 150,000.00 300,000.00 Buruh tak terampil 36.00 1.00 L.101 36.00 110,000.00 3,960,000.00

4,380,000.00



12,000.00


Truck bak terbuka 3,5 ton 2.00 1.00 E.221 10.00 170,210.31 1,702,103.08

1,702,103.08 JUMLAH 6,094,103.08

VOLUME 500.00 SATUAN : M' HARGA SATUAN ( Rp) : 12,188.21 Per M'



DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


KONSTRUKSI LAPIS PONDASI BAWAH (LPB) KLAS B



PROSES : ANGGAPAN :1 Membentuk lagi permukaan jalan lama 1 Menggunakan tenaga manusia (60 M3 / hari)2 Agregat ditempatkan disepanjang jalan 2 Dimulai dengan pekerjaan memperbaiki penurunan3 Menghampar agregat 3 Bahan dicampur dan diratakan tebal 12 cm4 Jalan disiram dengan truck air 4 Harga material berdasarkan harga dilokasi5 Pemadatan dilakukan dengan mesin gilas 5 Tebal lapisan 10 cm

PEKERJA HARI KODE

Mandor 2.00 1.00 L.061 2.00 120,000.00 240,000.00 Operator terampil 1.00 1.00 L.081 1.00 130,000.00 130,000.00 Sopir terampil 1.00 1.00 L.091 1.00 150,000.00 150,000.00 Buruh tak terampil 66.00 1.00 L.101 66.00 75,000.00 4,950,000.00

5,470,000.00


Batu pecah 3-5 cm 10.00 M3 M.023 10.00 140,000.00 1,400,000.00 Batu pecah 2-3 cm 11.00 M3 M.024 11.00 155,000.00 1,705,000.00 Batu pecah 1-2 cm 7.50 M3 M.025 7.50 165,000.00 1,237,500.00 Batu pecah 0,5-1cm 11.00 M3 M.025 11.00 165,000.00 1,815,000.00 Pasir urug / Tanah timbunan 32.50 M3 M.040 32.50 40,000.00 1,300,000.00 Alat bantu 1.20 set M.170 1.20 10,000.00 12,000.00

7,469,500.00


Mesin gilas 3 roda 6-8 T 1.00 1.00 E.080 5.00 87,591.76 437,958.80 Mesin gilas roda karet 8 - 15 T 1.00 1.00 E.084 5.00 134,184.40 670,922.00 Truck tangki air 115 HP 1.00 1.00 E.182 4.00 201,959.14 807,836.57

1,916,717.37 JUMLAH 14,856,217.37




DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


K.515PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :

0 0 0 0 0PROSES : ANGGAPAN :

1 Agregat ditempatkan disepanjang jalan oleh pemasok 1 Menggunakan tenaga manusia 2 Menghampar material dgn tenaga orang 2 Material ditimbun disepanjang jalan oleh pemasok3 Pemadatan 2 lapis menggunakan mesin gilas roda baja 3 Kerikil dgn ukuran lebih (oversize) yg tersingkir saat penghamparan dihit 6%4 Perapihan dengan tenaga orang 4 Dihampar dengan tenaga manusia dalam 2 lapis & dipadatkan

sampai tebal padat 10 cm5 Dihampar dan dipadatkan 600 m2/hari6 Koefissien pemadatan sama dengan 1,27 Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat

PEKERJA HARI KODE

Mandor 3.00 1.00 L.061 3.00 120,000.00 360,000.00 Operator terampil 1.00 1.00 L.081 1.00 130,000.00 130,000.00

Sopir terampil 1.00 1.00 L.091 1.00 150,000.00 150,000.00

Buruh tak terampil 60.00 1.00 L.101 60.00 110,000.00 6,600,000.00

7,240,000.00


Kerikil sungai tidak disaring (sirtu) 75.00 M3 M.042 75.00 48,500.00 3,637,500.00 Alat bantu 2.50 set M.170 2.50 10,000.00 25,000.00

3,662,500.00


Mesin gilas 3 roda baja 8 - 10 T 1.00 1.00 E.080 5.00 134,184.40 670,922.00 Truck tangki air 115 HP 1.00 1.00 E.182 5.00 201,959.14 1,009,795.71

1,680,717.71 JUMLAH 12,583,217.71




DAN KABUPATEN LAPIS PONDASI BAWAH (LPB) KLAS C SIRTU (MENGGUNAKAN BURUH)

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


KONSTRUKSI PONDASI LAPIS ATAS (LPA) KLAS B



PROSES : ANGGAPAN :1 Kerikil tersaring ditimbun di sepanjang jalan oleh 1 Menggunakan tenaga manusia

pemasok 2 Material ditimbun disepanjang jalan oleh pemasok2 Material dihampar oleh tenaga manusia 3 Buruh menghampar kerikil pecah diatas LPB dalam 2 lapis3 Jalan disiram air dengan truck air 4 Dipadatkan hingga padat yang ditentukan4 Dipadatkan dengan mesin gilas roda baja 5 Hasil kerja menghampar dan memadatkan 750 m2 / hari

PEKERJA HARI KODE

Mandor 2.00 2.00 L.061 4.00 120,000.00 480,000.00 Operator terampil 1.00 2.00 L.081 2.00 130,000.00 260,000.00

Sopir terampil 1.00 2.00 L.091 2.00 150,000.00 300,000.00

Buruh tak terampil 50.00 2.00 L.101 100.00 110,000.00 11,000,000.00

12,040,000.00


Kerikil sungai tersaring 200.00 M3 K.016 200.00 203,926.83 40,785,365.33 Alat bantu 4.00 set M.170 4.00 10,000.00 40,000.00

40,825,365.33


Mesin gilas 3 roda baja 8-10 T 1.00 2.00 E.080 10.00 87,591.76 875,917.60 Truck tangki air 115 HP 1.00 2.00 E.182 10.00 201,959.14 2,019,591.43

2,895,509.03 JUMLAH 55,760,874.36




DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


K.528PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :

0 0 0 0 0PROSES : ANGGAPAN :

1 Permukaan jalan dibersihkan dan kering 1 Menggunakan alat berat ( 45 m3 / hari ) 2 Lapis Tack/pengikat aspal cutback dihampar 2 Dikirim ATB ke lokasi pekerjaan oleh pemasok dari AMP

@ 0,5 l/m2 3 ATB dihampar dan dipadatkan sampai tebal 10 cm3 ATB dihampar dengan aspalt finisher 4 BJ ATB padat 2,35 ton/m34 Temperatur ATB 120° C dan tidak kurang dari 100° C 5 Sesuai spesifikasi BM No.03/PT/B/1983 dan Rev.Spesifikasi

Umum Maret 1989 buku 3

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Operator terampil 4.00 1.00 L.081 4.00 130,000.00 520,000.00 Pembantu Operator 4.00 1.00 L.083 4.00 160,000.00 640,000.00 Buruh tak terampil 12.00 1.00 L.101 12.00 75,000.00 900,000.00 Buruh terampil 8.00 1.00 L.106 8.00 53,000.00 424,000.00

2,604,000.00


ATB (Laston atas) ton K.026 100.00 700,898.69 70,089,868.80 Pasir ayak untuk beton m3 M.041 0.60 110,000.00 66,000.00 Aspal kg M.061A 180.00 7,000.00 1,260,000.00 Minyak bakar lt M.065 45.00 7,150.00 321,750.00 Alat bantu set M.170 0.48 10,000.00 4,800.00

71,742,418.80


Mesin gilas 3 roda 6-8 T 1.00 1.00 E.080 5.00 87,591.76 437,958.80 Mesin gilas roda karet 8-15 T 1.00 1.00 E.084 5.00 134,184.40 670,922.00 Mesin penyemprot aspal 1000 l 1.00 1.00 E.153 3.00 22,266.48 66,799.44 Mesin penghampar 1,82 M/30 HP 1.00 1.00 E.157 5.00 194,634.00 973,170.00 Compressor 210 m3/jam 1.00 1.00 E.301 4.00 82,375.47 329,501.89

2,478,352.13 JUMLAH 76,824,770.93

VOLUME 45.00 SATUAN : M3 HARGA SATUAN ( Rp) : 1,707,217.13 Per M3 QUANTITY



LABURAN ASPAL SATU LAPIS (BURTU)

K.615(MENGGNAKAN BURUH)


PROSES : ANGGAPAN :1 Bersihkan permukaan tidak beraspal dari oli dan 1 Hasil kerja 600 m2 / hari

material lepas 2 Agregat halus hasil saringan 20 mm dari mesin pemacah batu 2 Permukaan perkerasan dilapisi prime aspal cut back ditimbun dilokasi pekerjaan oleh pemasok3 Bersihkan dan tutup permukaan yg sudah dilapisi prime 3 Permukaan yang akan diaspal telah selesai dipadatkan

lapis aspal cut back dan serpihan dengan mesin dan terikat dengan Binder4 Tiap lapis digilas dengan mesin gilas pneumatic roda karet 4 Lap. Prime / Resap permukaan menggunakan aspal MC @ 1,1 ltr/m2

5 Menggunakan minyak Residu ± 1,6 liter / m26 Agregat halus 1,2 cm disebar dari dump truck tiap 50 m2/m3

PEKERJA HARI KODE

Mandor 1.00 3.00 L.061 3.00 120,000.00 360,000.00 Operator terampil 3.00 3.00 L.081 9.00 130,000.00 1,170,000.00 Sopir terampil 2.00 3.00 L.091 6.00 150,000.00 900,000.00 Buruh tak terampil 10.00 3.00 L.101 30.00 75,000.00 2,250,000.00


DAN KABUPATEN MENGHAMPAR LAPISAN PONDASI ATAS ASPAL BETON (LASTON ATAS) (MENGGUNAKAN ALAT

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

Buruh terampil 2.00 3.00 L.106 6.00 53,000.00 318,000.00 Buruh semi terampil 2.00 3.00 L.103 6.00 48,500.00 291,000.00

5,289,000.00


Batu sungai tersaring 36.00 M3 K.017 36.00 202,573.55 7,292,647.82 Aspal 3,745.00 Kg M.061 3,745.00 7,000.00 26,215,000.00 Minyak Tanah 580.00 Ltr M.065 580.00 7,150.00 4,147,000.00 Alat bantu 1.50 set M.170 1.50 10,000.00 15,000.00

37,669,647.82


Pneumatic TR 8-15 ton 1.00 3.00 E.084 15.00 134,184.40 2,012,766.00 Asphalt Sprayer 1000 ltr 1.00 3.00 E.153 15.00 22,266.48 333,997.20 Dump truck 3,5 ton 2.00 3.00 E.211 30.00 125,000.00 3,750,000.00

6,096,763.20 JUMLAH 49,055,411.02

VOLUME 1,800.00 SATUAN : M2 HARGA SATUAN ( Rp) : 27,253.01 Per M2 QUANTITY



LABURAN ASPAL DUA LAPIS (BURDA)

K.617(MENGGNAKAN ALAT)


PROSES : ANGGAPAN :1 Permukaan harus rata, kering dan bersih 1 Menggunakan alat berat, kapasitas 450 m2/hari2 Untuk permukaan jalann yang tak beraspal perlu 2 Agregat uk. 1-2 cm timbun dikirim oleh leveransir

prime coat 0,7 ltr/m2 3 Permukaan yang akan diaspal telah selesai dipadatkan3 Menebarkan agregat/batu pecah 1-2 dgn gradasi prime aspal cair 1 liter/m2

seragam dua lapis 4 Bitumen residu yg dipakai : Lapis 1, sebanyak 1,6 ltr/m24 Pemadatan dengan PTR 4-6 Lapis 2, sebanyak 1,3 ltr/m2

5 Chip dari dumptruck harus masuk spreader dengan rata-rata 50 m2/m3

PEKERJA HARI KODE

Mandor 1.00 4.00 L.061 4.00 120,000.00 480,000.00 Operator terampil 3.00 4.00 L.081 12.00 130,000.00 1,560,000.00 Sopir terampil 2.00 4.00 L.091 8.00 150,000.00 1,200,000.00 Buruh tak terampil 10.00 4.00 L.101 40.00 75,000.00 3,000,000.00 Buruh terampil 2.00 4.00 L.106 8.00 53,000.00 424,000.00 Buruh semi terampil 2.00 4.00 L.103 8.00 48,500.00 388,000.00

7,052,000.00


Batu sungai tersaring 54.00 M3 K.017 54.00 202,573.55 10,938,971.74 Aspal 6,085.00 Kg M.061 6,085.00 7,000.00 42,595,000.00 Minyak Tanah 580.00 Ltr M.065 580.00 7,150.00 4,147,000.00 Alat bantu 2.50 set M.170 2.50 10,000.00 25,000.00

57,705,971.74


Pneumatic TR 8-15 ton 1.00 3.00 E.084 20.00 134,184.40 2,683,688.00 Asphalt Sprayer 1000 ltr 1.00 3.00 E.153 20.00 22,266.48 445,329.60 Dump truck 3,5 ton 2.00 3.00 E.211 40.00 125,000.00 5,000,000.00

PEKERJA

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah

8,129,017.60 JUMLAH 72,886,989.34



PERALATAN


LAPIS PENETRASI / PERMUKAAN MAC. 50 MM

K.618LAPEN (MENGGNAKAN BURUH)


PROSES : ANGGAPAN :1 Semprotkan aspal prime coat 0,8 ltr/m2 1 Menggunakan tenaga manusia2 Hampar batu pecah 3,5 cm 25 m2/m3 2 Harga material (agregat pokok, agregat pengunci, agregat penutup aspal)3 Hampar batu pecah 2,3 cm 45 m2/m3 adalah dilokasi proyek4 Setiap lapis batu dipadatkan 3 Volume aspal cair untuk tack / prime coat 0,8 ltr/m25 Semprotkan aspal 2,5 ltr/m2 4 Tebal lapisan penetrasian + Cm6 Hampar batu pecah 1,2 cm 90 m2/m3 5 Agregat dikirim sampai lokasi pekerjaan oleh pemasok7 Semprotkan aspal 1,5 ltr/m28 Hampar pasir Blinder 400 m2/m3

PEKERJA HARI KODE

Mandor 2.00 3.00 L.061 6.00 120,000.00 720,000.00 Operator terampil 2.00 3.00 L.081 6.00 130,000.00 780,000.00 Sopir terampil 1.00 3.00 L.091 3.00 150,000.00 450,000.00 Buruh tak terampil 66.00 3.00 L.101 198.00 75,000.00 14,850,000.00 Buruh terampil 2.00 3.00 L.106 6.00 53,000.00 318,000.00

17,118,000.00


Batu pecah 3-5 cm 56.00 M3 M.023 56.00 140,000.00 7,840,000.00 Batu pecah 2-3 cm 31.00 M3 M.024 31.00 155,000.00 4,805,000.00 Batu pecah 1-2 cm 15.50 M3 M.025 15.50 165,000.00 2,557,500.00 Aspal 6,270.00 Kg M.061 6,270.00 7,000.00 43,890,000.00 Minyak Tanah 450.00 Ltr M.065 450.00 7,150.00 3,217,500.00 Pasir ayak untuk beton 3.50 M3 M.041 10.00 110,000.00 1,100,000.00 Alat bantu 8.10 set M.170 8.10 10,000.00 81,000.00

63,410,000.00


Mesin gilas 3 roda 6-8 T 1.00 3.00 E.080 15.00 87,591.76 1,313,876.40 Asphalt Sprayer 1000 ltr 1.00 3.00 E.153 15.00 22,266.48 333,997.20 Truck bak terbuka 3,5 ton 1.00 3.00 E.221 15.00 170,210.31 2,553,154.62

4,201,028.22 JUMLAH 84,729,028.22




DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


K.636PROPINSI : KODE : KOTA : DISIAPKAN OLEH : TANGGAL :JAWA TIMUR BANYUWANGI PT. PUTRA MAJAPAHIT 11 AGUSTUS 2008PROSES : ANGGAPAN :

1 Pengisian material sampai bin oleh pemasok 1 Menggunakan peralatan berat 1.500 m2/hari2 Material dihampar dgn spreader dan dipadatkan 2 HRS (LATASTON) dikirim kelokasi oleh pemasok dari AMP

dgn mesin gilas roda besi dan pneumatic roda 3 Tebal padat rata-rata 3 cmkaret 4 BJ Lataston 2,2 ton/m3

3 Hamparan TC/pengikat aspal cutback 5 Spek. BM No. 12/PT/8/1983 (tabel 3.3) & rev. Spek umum@ 0,50 ltr/m2 Maret 1989 - Buku 3

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Operator terampil 4.00 1.00 L.081 4.00 130,000.00 520,000.00 Pembantu Operator 4.00 1.00 L.083 4.00 160,000.00 640,000.00 Buruh tak terampil 12.00 1.00 L.101 12.00 75,000.00 900,000.00 Buruh terampil 8.00 1.00 L.106 8.00 53,000.00 424,000.00

2,604,000.00


HRS (LATASTON) ton K.035 100.00 - - Aspal kg M.061 600.00 7,000.00 4,200,000.00 Minyak bakar ltr M.065 150.00 7,150.00 1,072,500.00 Alat bantu Set M.170 0.48 10,000.00 4,800.00

5,277,300.00


Tandem Roller 6-8 ton 1.00 1.00 E.081 5.00 95,843.71 479,218.56 Pneumatic TR 8-15 ton 1.00 1.00 E.084 5.00 134,184.40 670,922.00 Asphalt Sprayer 1000 ltr 1.00 1.00 E.153 5.00 22,266.48 111,332.40 Asphalt Finisher 1.00 1.00 E.157 5.00 194,634.00 973,170.00 Compressor 210 m3/jam 1.00 1.00 E.301 4.00 82,375.47 329,501.89

2,564,144.85 JUMLAH 10,445,444.85

VOLUME 1,500.00 SATUAN : m2 HARGA SATUAN ( Rp) : 6,963.63 Per M2 QUANTITY


PERANCAH (BEGESTING) BETON BERTULANG



PROSES : ANGGAPAN :1 Pengadaan barang oleh leveransir 1 Kelompok tukang kayu memasang 100 m2 dalam 5 hari kerja2 Kelompok tukang kayu memotong dan membuat acuan 2 1/3 material dapat dipakai kembali3 Kelompok tukang kayu membongkar acuan setelah 3 Pengadaan bahan oleh pemasok

beton cukup kuat 4 Untuk 1 m3 beton digunakan 40 lembar playwood untuk 4 Kelompok tukang kayu membersihkan Acuan kayu 120 cm x 240 cm x 1,7 cm

untuk dipakai kembali 5 Kelompok tukang kayu membongkar acuan

PEKERJA HARI KODE

Mandor 1.00 5.00 L.061 5.00 120,000.00 600,000.00 Tukang 4.00 5.00 L.079 20.00 165,000.00 3,300,000.00 Buruh tak terampil 7.00 5.00 L.101 35.00 75,000.00 2,625,000.00 Buruh semi terampil 3.00 5.00 L.103 15.00 48,500.00 727,500.00

7,252,500.00


DAN KABUPATEN PENGHAMPARAN LAPIS TIPIS ASPAL BETON LATASTON (MENGGUNAKAN ALAT)

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah


Paku 20.00 kg M.166 20.00 12,000.00 240,000.00 Kayu unt. Perancah 3.00 M3 M.180 3.00 2,000,000.00 6,000,000.00 Alat bantu (set @ 3 alat) 3.00 set M.170 3.00 10,000.00 30,000.00

6,270,000.00


- JUMLAH 13,522,500.00



MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


PENULANGAN BETON (MEMOTONG, MEMBENGKOK DAAN

K.715MEMASANG BESI TULANGAN)(MENGGUNAKAN BURUH)


PROSES : ANGGAPAN :1 Batang besi beton dipotong sesuai ukuran panjang 1 200 kg tulangan jadi disiapkan dalam 1 hari

yang diperlukan 2 Besi tulangan dikirim ke tempat pekerjaan oleh pemasok2 Batang dan beugel besi beton dibengkok sesuai bentuk 3 Penyusutan akibat pemotongan 10% dan pakai kawat baja dll dianggap 1 %

yang diinginkan 4 Membengkok dan memasang batang besi beton dilaksankan dengan tangan3 Perakitan tulangan besi beton dan diikat dengan

kawat baja

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Kepala Tukang 1.00 1.00 L.073 1.00 165,000.00 165,000.00 Buruh tak terampil 2.00 1.00 L.101 2.00 75,000.00 150,000.00 Buruh semi terampil 2.00 1.00 L.103 2.00 48,500.00 97,000.00

532,000.00


Tulangan besi beton 225.00 kg M.167 225.00 8,000.00 1,800,000.00 Alat bantu (set @ 3 alat) 0.20 set M.170 0.20 10,000.00 2,000.00

1,802,000.00


- JUMLAH 2,334,000.00

VOLUME 200.00 SATUAN : KG HARGA SATUAN ( Rp) : 11,670.00 Per KG QUANTITY



DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah


BETON STRUKTUR / UNTUK KONSTRUKSI

K.725KELAS K175 (KELAS A)


PROSES : ANGGAPAN :1 Pemasok mengirim material 1 Bahan-bahan dasar dikirim kelokasi pekerjaan oleh pemasok2 Acuan dan tulangan besi beton dipasang (K710) 2 Produksi 6,4 m3/hari 6 jam, 9 campuran/jam3 Beton diaduk dilokasi pekerjaan 3 Campuran beton 1:2:3 (atau 1=5)4 Adukan beton dituang ditempat yang dikehendaki 4 Untuk 1 m3 dibutuhkan 7,5 PC (40 kg/zak) atau300 kg PC/m3

dan getar supaya padat 5 Perancah langsung dipasang ditempat6 Tidak termasuk pekerjaan pembesian7 Dipakai agregat pecah atau tersaring

PEKERJA HARI KODE

Mandor 1.00 1.00 L.061 1.00 120,000.00 120,000.00 Buruh tak terampil 12.00 1.00 L.101 12.00 75,000.00 900,000.00 Buruh semi terampil 2.00 1.00 L.103 2.00 48,500.00 97,000.00

1,117,000.00


Pasir ayak untuk beton 3.00 M3 M.041 3.00 110,000.00 330,000.00 Semen 1,920.00 Kg M.080 1,920.00 920.00 1,766,400.00 Kerikil pecah tersaring 4.60 M3 K.017 4.60 202,573.55 931,838.33 Alat bantu (set @ 3 alat) 0.60 set M.170 0.60 10,000.00 6,000.00

3,034,238.33


Alat penggetar beton 4 HP 1.00 1.00 E.089 5.00 12,270.32 61,351.60 Pengaduk beton 125 ltr/5 HP 1.00 1.00 E.253 5.00 47,912.32 239,561.60 Pompa air (dim 50 mm) 30 m3/jam 1.00 1.00 E.341 5.00 21,342.05 106,710.24

407,623.44 JUMLAH 4,558,861.77




DAN KABUPATEN

PEKERJA

JUMLAHORANG

JUMLAHHr-Org

UPAHRp/Hr/Org

BIAYARupiah

SUB JUMLAHRupiah

MATERIAL

HARGA SAT. (Rp)

BIAYARupiah

SUB JUMLAHRupiah

PERALATAN

HARIKERJA

BIAYARupiah/Jam

BIAYARupiah

SUB JUMLAHRupiah

ANALISA HARGA LUMP SUM UNTUK MOBILISASI

PEKERJAAN : PEMELIHARAAN JALAN SUMBER SEWU - TEMBOKREJO0 : 0

00 : 0

NO. MATA PEMBAYARAN : 1.2JENIS PEKERJAAN : MOBILISASISATUAN PEKERJAAN : Ls

U R A I A NHarga Jumlah

NO Sat Satuan Harga

(Rp.) (Rp.)

A BARAK KERJA DAN KANTOR1 Barak kerja dan kantor lapangan (sewa) Bln 3.00 1,000,000.00 3,000,000.00

B PERLENGKAPAN BARAK KERJA (Sewa)1 Meja & kursi kerja Set 1.00 250,000.00 250,000.00 2 Kursai lipat Bh 8.00 100,000.00 800,000.00 3 Papan tempel Bh 1.00 100,000.00 100,000.00 4 White Board Bh 1.00 100,000.00 100,000.00 5 Meja rapat Bh 1.00 200,000.00 200,000.00 6 Kursi tamu Set 1.00 300,000.00 300,000.00 7 Almari arsip Bh 1.00 100,000.00 100,000.00 8 Kotak P3K Bh 1.00 150,000.00 150,000.00

C SEWA KENDARAAN OPERASIONAL1 Roda 4 (empat) : 1 buah (pem. Diatas 2000 Bln 3.00 4,800,000.00 14,400,000.00 2 Roda 2 (dua) : 2 buah (pem. Diatas 2000 Bln 6.00 3,540,000.00 21,240,000.00

D BIAYA KOMUNIKASI1 Telepon dan komunikasi Ls 1.00 3,000,000.00 3,000,000.00

E PENGATURAN LALU LINTAS1 Biaya pengaturan lalu lintas Ls 1.00 2,500,000.00 2,500,000.00

F MOBILISASI dan DEMOBILISASI1 Mob Demob peralatan Ls 1.00 5,850,000.00 5,850,000.00

G JUMLAH (A+B+C+D+E+F) 51,990,000.00

H Biaya Umum dan keuntungan (10% x G) 5,199,000.00

I Harga Lump Sum = (G+H) ###

Surabaya, 5 Juli 2010


YENNY KURNIAWATI

Direktur Utama

Perkiraan

Kuantitas

BIAYA ALAT UNTUK PERHITUNGAN ANALISA BIAYA PEKERJAANKODE

E.001 PROPINSI KODE KABUPATEN KODE Disiapkan Oleh : NTB 052 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA

JENIS ALAT : BULDOZER 110 HP TENAGA : 110.00 HP HARGA : 600 (dalam jutaan rupiah) UMUR BAN : - HARGA BAN : -

600 UMUR KERJA : 8 Tahun : 9,600 Jam kerja FAKTOR CRF : 0.20483

1 Tahun : 300 hari kerja (pada 12,5%)Atau : 1,200 Jam : ( dengan 5 jam / hari )

A. BIAYA PEMILIKAN (OWNERSHIP COST)

1. Depresiasi : 0.90 x 600 x 0.20483 x 1jam/tahun

0.90 x 600 x 0.20483 x 10^6 = Rp 92,173.50 1,200

2. Lain - lain : Asuransi 3% /tahun + PPn 10% 0.03 x harga

tahun0.03 x 600 x 10^6 = Rp 15,000.00

1,200

Sub total = Rp 107,173.50

B. BIAYA OPERASI (OPERATING COST)

Kebutuhan bahan bakar dan pelumas tiap HPDiesel = 0.160 liter / HP / jamBensin = 0.170 liter / HP / jamPelumas = 0.006 liter / HP / jam

Harga Solar / MinyakDiesel = Rp 12,000.00 / LiterBensin = Rp 7,500.00 / LiterPelumas = Rp 35,000.00 / Liter

Bahan bakar = 0.160 x 110.00 x 12,000 = 211,200.00 Pelumas = 0.006 x 110.00 x 35,000 = 23,100.00 Perbaikan dan spareparts = 0.600 x = 55,304.10 (60% x depresiasi)

Sub total 289,604.10 TOTAL 396,777.60

C. TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASIONAL ALATA + B = 107,173.50 + 289,604.10 = 396,777.60 / jam

Atau = 5.00 x 396,777.60 = 1,983,888.00 / hari

DIREKTORAT BINA PROGRAM JALAN SUB DIT PERENCANAAN JALAN LOKAL DAN

KABUPATEN


E.031 PROPINSI KODE KABUPATEN KODE Disiapkan Oleh : NTB 052 LOMBOK UTARA PT. HUTOMO MANDALA PERKASA

JENIS ALAT : STONE CRUSHER 185 HP TENAGA : 185.00 HP HARGA : 400 (dalam jutaan rupiah) UMUR BAN : - HARGA BAN : -





0.90 x 400 x 0.18062 x 10^6 = Rp 43,348.80 1,500


tahun0.03 x 400 x 10^6 = Rp 8,000.00

1,500






Sub total 415,619.28 TOTAL 466,968.08


Atau = 5.00 x 466,968.08 = 2,334,840.40 / hari


E.052 PROPINSI KODE KABUPATEN KODE Disiapkan Oleh :

PT. PUTRA MAJAPAHIT JAWA TIMUR BANYUWANGI

JENIS ALAT : LOADER WHEELED 115 HP TENAGA : 115 HP HARGA : 500 (dalam jutaan rupiah) UMUR BAN : - HARGA BAN : -

500


KABUPATEN


KABUPATEN

UMUR KERJA : 8 Tahun : 12,000 Jam kerja FAKTOR CRF : 0.20483 1 Tahun : 300 hari kerja (pada 12,5%)

Atau : 1,500 Jam : ( dengan 5 jam / hari )



0.90 x 500 x 0.20483 x 10^6 = Rp 61,449.00 1,500


tahun0.03 x 500 x 10^6 = Rp 10,000.00

1,500






Sub total 279,059.40 TOTAL 350,508.40


Atau = 5.00 x 350,508.40 = 1,752,542.00 / hari




JENIS ALAT : DUMP TRUCK 5T / 145 HP TENAGA : 145 HP HARGA : 150 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN : 4





0.90 x 150 x 0.24668 x 10^6 = Rp 25,616.77 1,300

2. Lain - lain :


KABUPATEN

Asuransi 3% /tahun + PPn 10% 0.03 x hargatahun

0.03 x 150 x 10^6 = Rp 3,461.54 1,300






Sub total 183,280.06 TOTAL 212,358.37


Atau = 5.00 x 212,358.37 = 1,061,791.85 / hari




JENIS ALAT : DUMP TRUCK 3,5T / 115 HP TENAGA : 115 HP HARGA : 150 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN : 4





0.90 x 150 x 0.24668 x 10^6 = Rp 25,616.77 1,300


tahun0.03 x 150 x 10^6 = Rp 3,461.54

1,300





KABUPATEN



Sub total 257,560.06 TOTAL 286,638.37


Atau = 5.00 x 286,638.37 = 1,433,191.85 / hari




JENIS ALAT : ROLLER 3 WHEELED 6-8 T 37 HP TENAGA : 37 HP HARGA : 50 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN :





0.90 x 50 x 0.18062 x 10^6 = Rp 5,418.60 1,500


tahun0.03 x 50 x 10^6 = Rp 1,000.00

1,500






Sub total 81,173.16 TOTAL 87,591.76



KABUPATEN

Atau = 5.00 x 87,591.76 = 437,958.80 / hari




JENIS ALAT : ROLLER TANDEM 6-10 T 40 HP TENAGA : 40 HP HARGA : 60 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN :





0.90 x 60 x 0.18062 x 10^6 = Rp 6,502.32 1,500


tahun0.03 x 60 x 10^6 = Rp 1,200.00

1,500






Sub total 88,141.39 TOTAL 95,843.71


Atau = 5.00 x 95,843.71 = 479,218.56 / hari




JENIS ALAT : ROLLER PNEUMATIC 8-15 T 40 HP TENAGA : 95 HP HARGA : 125 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN :


KABUPATEN


KABUPATEN





0.90 x 125 x 0.18062 x 10^6 = Rp 13,546.50 1,500


tahun0.03 x 125 x 10^6 = Rp 2,500.00

1,500






Sub total 118,137.90 TOTAL 134,184.40


Atau = 5.00 x 134,184.40 = 670,922.00 / hari




JENIS ALAT : ROLLER VIBRATOR - PED 1 T / 12 HP TENAGA : 12 HP HARGA : 25 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN :





0.90 x 25 x 0.24668 x 10^6 = Rp 4,625.25 1,200


KABUPATEN


tahun0.03 x 25 x 10^6 = Rp 625.00

1,200






Sub total 28,047.15 TOTAL 33,297.40


Atau = 5.00 x 33,297.40 = 166,487.00 / hari




JENIS ALAT : TAMPER VIBRATOR PLATE 4 HP TENAGA : 4 HP HARGA : 15 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 15 x 0.24668 x 10^6 = Rp 2,775.15 1,200


tahun0.03 x 15 x 10^6 = Rp 375.00

1,200





KABUPATEN


Bahan bakar = 0.167 x 4.00 x 7,500 = 5,010.00 Pelumas = 0.006 x 4.00 x 35,000 = 840.00 Perbaikan dan spareparts = 0.600 x = 1,665.09 (60% x depresiasi)

Sub total 7,515.09 TOTAL 10,665.24


Atau = 5.00 x 10,665.24 = 53,326.20 / hari




JENIS ALAT : CONCRETE VIBRATOR 4 HP TENAGA : 4 HP HARGA : 10 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :


1 Tahun : 300 hari kerja (pada 12,5%)Atau : 600 Jam : ( dengan 5 jam / hari )



0.90 x 10 x 0.24668 x 10^6 = Rp 3,700.20 600


tahun0.03 x 10 x 10^6 = Rp 500.00

600





Bahan bakar = 0.167 x 4.00 x 7,500 = 5,010.00 Pelumas = 0.006 x 4.00 x 35,000 = 840.00 Perbaikan dan spareparts = 0.600 x = 2,220.12 (60% x depresiasi)

Sub total 8,070.12 TOTAL 12,270.32

C. TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASIONAL ALAT


KABUPATEN

A + B = 4,200.20 + 8,070.12 = 12,270.32 / jamAtau = 5.00 x 12,270.32 = 61,351.60 / hari




JENIS ALAT : SPRAYER, SELFPROP 350 L 25 HP TENAGA : 25 HP HARGA : 35 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 35 x 0.24668 x 10^6 = Rp 6,475.35 1,200


tahun0.03 x 35 x 10^6 = Rp 875.00

1,200






Sub total 56,535.21 TOTAL 63,885.56


Atau = 5.00 x 63,885.56 = 319,427.80 / hari




JENIS ALAT : ASPHALT SPRAYER TOWED 100 L 6 HP TENAGA : 6 HP HARGA : 30 (dalam jutaan rupiah) UMUR BAN : TH


KABUPATEN


KABUPATEN

HARGA BAN : 30

UMUR KERJA : 6 Tahun : 7,200 Jam kerja FAKTOR CRF : 0.24668 1 Tahun : 300 hari kerja (pada 12,5%)

Atau : 1,200 Jam : ( dengan 5 jam / hari )



0.90 x 30 x 0.24668 x 10^6 = Rp 5,550.30 1,200


tahun0.03 x 30 x 10^6 = Rp 750.00

1,200






Sub total 15,966.18 TOTAL 22,266.48


Atau = 5.00 x 22,266.48 = 111,332.40 / hari




JENIS ALAT : ASPHALT MIXING PLANT 30T/H 150 HP TENAGA : 150 HP HARGA : 1,200 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :

1,200 UMUR KERJA : 10 Tahun : 12,000 Jam kerja FAKTOR CRF : 0.18062



1. Depresiasi : 0.90 x 1,200 x 0.18062 x 1jam/tahun

0.90 x 1,200 x 0.18062 x 10^6 = Rp 162,558.00 1,200


KABUPATEN


tahun0.03 x 1,200 x 10^6 = Rp 30,000.00

1,200






Sub total 413,434.80 TOTAL 605,992.80


Atau = 5.00 x 605,992.80 = 3,029,964.00 / hari




JENIS ALAT : ASPHALT FINISHER 1.82 M 30 HP TENAGA : 30 HP HARGA : 450 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 450 x 0.2226 x 10^6 = Rp 75,127.50 1,200


tahun0.03 x 450 x 10^6 = Rp 11,250.00

1,200



Kebutuhan bahan bakar dan pelumas tiap HPDiesel = 0.158 liter / HP / jamBensin = 0.167 liter / HP / jam


KABUPATEN

Pelumas = 0.006 liter / HP / jam



Sub total 108,256.50 TOTAL 194,634.00


Atau = 5.00 x 194,634.00 = 973,170.00 / hari




JENIS ALAT : WATERTANK TRUCK 115 HP TENAGA : 115 HP HARGA : 125 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN : 4





0.90 x 125 x 0.24668 x 10^6 = Rp 39,645.00 700


tahun0.03 x 125 x 10^6 = Rp 5,357.14

700






Sub total 156,957.00 TOTAL 201,959.14


KABUPATEN


Atau = 5.00 x 201,959.14 = 1,009,795.71 / hari




JENIS ALAT : FLAT BED TRUCK 3.5 T / 115 HP TENAGA : 115 HP HARGA : 125 (dalam jutaan rupiah) UMUR BAN : 1 TH HARGA BAN : 4





0.90 x 125 x 0.24668 x 10^6 = Rp 21,347.31 1,300


tahun0.03 x 125 x 10^6 = Rp 2,884.62

1,300






Sub total 145,978.38 TOTAL 170,210.31


Atau = 5.00 x 170,210.31 = 851,051.54 / hari




JENIS ALAT : CONCRETE MIXER 0.125 M3 /6 HP TENAGA : 6 HP


KABUPATEN


KABUPATEN

HARGA : 15 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 15 x 0.33271 x 10^6 = Rp 2,994.39 1,500


tahun0.03 x 15 x 10^6 = Rp 300.00

1,500






Sub total 14,432.63 TOTAL 17,727.02


Atau = 5.00 x 17,727.02 = 88,635.12 / hari




JENIS ALAT : CONCRETE MIXER 0.5 M3 / 20 HP TENAGA : 20 HP HARGA : 20 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 20 x 0.28085 x 10^6 = Rp 3,370.20


KABUPATEN

1,500


tahun0.03 x 20 x 10^6 = Rp 400.00

1,500






Sub total 44,142.12 TOTAL 47,912.32


Atau = 5.00 x 47,912.32 = 239,561.60 / hari




JENIS ALAT : COMPRESOR AIR 210 M3 / 35 HP TENAGA : 35 HP HARGA : 20 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 20 x 0.20483 x 10^6 = Rp 4,915.92 750


tahun0.03 x 20 x 10^6 = Rp 800.00

750



Kebutuhan bahan bakar dan pelumas tiap HPDiesel = 0.158 liter / HP / jam


KABUPATEN

Bensin = 0.167 liter / HP / jamPelumas = 0.006 liter / HP / jam



Sub total 76,659.55 TOTAL 82,375.47


Atau = 5.00 x 82,375.47 = 411,877.36 / hari




JENIS ALAT : PUMP WATER 5 CM / 8 HP TENAGA : 8 HP HARGA : 15 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 15 x 0.33271 x 10^6 = Rp 5,988.78 750


tahun0.03 x 15 x 10^6 = Rp 600.00

750






Sub total 14,753.27 TOTAL 21,342.05


KABUPATEN


Atau = 5.00 x 21,342.05 = 106,710.24 / hari




JENIS ALAT : SCREENING PLANT 80 HP TENAGA : 80 HP HARGA : 50 (dalam jutaan rupiah) UMUR BAN : TH HARGA BAN :





0.90 x 50 x 0.20483 x 10^6 = Rp 6,144.90 1,500


tahun0.03 x 50 x 10^6 = Rp 1,000.00

1,500






Sub total 172,166.94 TOTAL 179,311.84


Atau = 5.00 x 179,311.84 = 896,559.20 / hari


KABUPATEN

RAB PAGAR PP.xls

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Transcript of RAB PAGAR PP.xls