SNI LENGKAP 2006

(1)

PEKERJAAN KAYU PEKERJAAN KAYU B BAAHHAANN UUPPAAHH ( (RRpp)) ((RRpp))

A. PEKERJAAN PONDASI KAYU A. PEKERJAAN PONDASI KAYU

A.1.BOW

A.1.BOW SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 MSEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 M DICINCIN, DILANCIP DAN DITUMBUK

DICINCIN, DILANCIP DAN DITUMBUK

0.0200 0.0200 MM33 BBaallook k uulliinn @@ 11,,553377,,557711..9944 30,751.4430,751.44 0.5100 0.5100 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 28,050.0028,050.00 0.8750 0.8750 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 39,375.0039,375.00 0.0510 0.0510 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 3,060.003,060.00 0.0440 0.0440 OOHH mmaannddoorr @@ 6600,,000000..0000 2,640.002,640.00 JJUUMMLLAAHH 3300,,775511..4444 73,125.0073,125.00 103,876.44103,876.44 A.2

A.2 SEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 MSEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 M

2 SAMBUNGAN DGN PIPA GALVANIS 2 SAMBUNGAN DGN PIPA GALVANIS

0.0800 0.0800 MM33 BBaallook k uulliinn @@ 11,,553377,,557711..9944 123,005.76123,005.76 0.5100 0.5100 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 28,050.0028,050.00 0.8750 0.8750 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 39,375.0039,375.00 0.0510 0.0510 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 3,060.003,060.00 0.0440 0.0440 OOHH mmaannddoorr @@ 6600,,000000..0000 2,640.002,640.00 JJUUMMLLAAHH 112233,,000055..7766 73,125.0073,125.00 196,130.76196,130.76 A.3

A.3 SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M'SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M'

0.0400 0.0400 MM33 BBaallook k uulliinn @@ 11,,553377,,557711..9944 61,502.8861,502.88 0.5100 0.5100 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 28,050.0028,050.00 0.8750 0.8750 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 39,375.0039,375.00 0.0510 0.0510 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 3,060.003,060.00 0.0440 0.0440 OOHH mmaannddoorr @@ 6600,,000000..0000 2,640.002,640.00 JJUUMMLLAAHH 6611,,550022..8888 73,125.0073,125.00 134,627.88134,627.88 A

A. 4. 4 1 M1 M3 M3 MENENGEGERJRJAAKAKAN PN PAAPAPAN SN SIRIRINING KG KAAYU YU ULULININ 1.1000 1.1000 MM33 ppaappaan n ssiirriinng g kkaayyu u uulliinn @@ 11,,773377,,557711..9944 1,911,329.131,911,329.13 3.0000 3.0000 kkgg ppaakkuuuulliinn @@ 1133,,775500..0000 41,250.0041,250.00 15.0000 15.0000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 825,000.00825,000.00 4.0000 4.0000 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 180,000.00180,000.00 1.5000 1.5000 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 90,000.0090,000.00 0.2000 0.2000 OOHH mmaannddoorr @@ 6600,,000000..0000 12,000.0012,000.00 JJUUMMLLAAHH 11,,995522,,557799..1133 1,107,000.001,107,000.00 3,059,579.133,059,579.13 A. 5

A. 5 1 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk )1 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk ) 1.1000 1.1000 MM33 bbaallook k kky y uulliinn @@ 11,,553377,,557711..9944 1,691,329.131,691,329.13 15.0000 15.0000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 825,000.00825,000.00 5.0000 5.0000 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 225,000.00225,000.00 1.5000 1.5000 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 90,000.0090,000.00 0.2500 0.2500 OOHH mmaannddoorr @@ 6600,,000000..0000 15,000.0015,000.00 JJUUMMLLAAHH 11,,669911,,332299..1133 1,155,000.001,155,000.00 2,846,329.132,846,329.13 Hal : 496 Hal : 496

ANALISA HARGA SATUAN BOW

KODE KODE ANALISA

ANALISA IINNDDEEKK SSAATT U U R R A A I I A A NN HHAARRGGA A SSAATTUUAAN N ((RRpp))

HARGA HARGA

JUMLAH HARGA (Rp) JUMLAH HARGA (Rp)

(2)

(3)

PEKERJAAN KAYU PEKERJAAN KAYU B BAAHHAANN UUPPAAHH ( (RRpp)) ((RRpp))

B. PEKERJAAN LANTAI KAYU B. PEKERJAAN LANTAI KAYU

B.

B. 11 1 M1 M3 M3 MENENGEGERJRJAAKAKAN SN SLOLOOF OF DADAN GN GELELAAGAGAR KR KY UY ULILINN 1.1000 1.1000 MM33 bbaallook k kky y uulliinn @@ 11,,553377,,557711..9944 1,691,329.131,691,329.13 10.0000 10.0000 KKgg ppaakkuuuulliinn @@ 1133,,775500..0000 137,500.00137,500.00 15.0000 15.0000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 825,000.00825,000.00 5.0000 5.0000 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 225,000.00225,000.00 1.5000 1.5000 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 90,000.0090,000.00 0.2500 0.2500 OOHH mmaannddoorr @@ 6600,,000000..0000 15,000.0015,000.00 JJUUMMLLAAHH 11,,882288,,882299..1133 1,155,000.001,155,000.00 2,983,829.132,983,829.13 B.

B. 22 1 M1 M2 L2 LAANTNTAAI PI PAAPAPAN N KAKAYU YU ULULIN IN DIDIKEKETATAMM 0.0254 0.0254 MM33 ppaappaan n kkaayyu u ulliinun @@ 11,,773377,,557711..9944 44,134.3344,134.33 0.2500 0.2500 KKgg ppaakkuuuulliinn @@ 1133,,775500..0000 3,437.503,437.50 0.8000 0.8000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 44,000.0044,000.00 0.2800 0.2800 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 12,600.0012,600.00 0.0800 0.0800 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 4,800.004,800.00 0.0140 0.0140 OOHH mmaannddoorr @@ 6600,,000000..0000 840.00840.00 JJUUMMLLAAHH 4477,,557711..8833 62,240.0062,240.00 109,811.83109,811.83 B.

B. 33 1 M1 M2 L2 LAANTNTAAI PI PAAPAPAN KN KAAYU YU MEMERARANTNTI DI DIKIKETETAAMM 0.0254

0.0254 MM33 ppaappaan n kkaayyu u mmeerraanntti i kkllaas s 11 @@ 11,,118877,,557711..9944 30,164.3330,164.33 0.2500 0.2500 KKgg ppaakku u bbiiaassaa @@ 1111,,882255..0000 2,956.252,956.25 0.8000 0.8000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 44,000.0044,000.00 0.2800 0.2800 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 12,600.0012,600.00 0.0800 0.0800 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 4,800.004,800.00 0.0140 0.0140 OOHH mmaannddoorr @@ 6600,,000000..0000 840.00840.00 JJUUMMLLAAHH 3333,,112200..5588 62,240.0062,240.00 95,360.5895,360.58 B. PEKERJAAN DINDING KAYU

B. PEKERJAAN DINDING KAYU B. 4

B. 4 1 M3 M1 M3 MENENGEGERJRJAKAKAAN RAN RANGNGKA KA RURUMAMAH KAH KAYU UYU ULIN LIN (t(terermamasusuk kuk kusensen)) 1.1000 1.1000 MM33 bbaallook k kky y uulliinn @@ 11,,553377,,557711..9944 1,691,329.131,691,329.13 5.0000 5.0000 KKgg ppaakkuuuulliinn @@ 1133,,775500..0000 68,750.0068,750.00 20.0000 20.0000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 1,100,000.001,100,000.00 10.0000 10.0000 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 450,000.00450,000.00 2.0000 2.0000 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 120,000.00120,000.00 0.5000 0.5000 OOHH mmaannddoorr @@ 6600,,000000..0000 30,000.0030,000.00 JJUUMMLLAAHH 11,,776600,,007799..1133 1,700,000.001,700,000.00 3,460,079.133,460,079.13 Hal : 497 Hal : 497

ANALISA HARGA SATUAN BOW

KODE KODE ANALISA

ANALISA IINNDDEEKK SSAATT U U R R A A I I A A NN HHAARRGGA A SSAATTUUAAN N ((RRpp))

HARGA HARGA

JUMLAH HARGA (Rp) JUMLAH HARGA (Rp)

(4)

B

BAAHHAANN UUPPAAHH (

(RRpp)) ((RRpp))

B. 5

B. 5 1 M3 MENGERJAKAN RANGKA RUMAH KAYU MERANTI (termasuk kusen)1 M3 MENGERJAKAN RANGKA RUMAH KAYU MERANTI (termasuk kusen)

1.1000

1.1000 MM33 bbaallook k kky y mmeerraannttii @@ 11,,003377,,557711..9944 1,141,329.131,141,329.13 5.0000 5.0000 KKgg ppaakku u bbiiaassaa @@ 1111,,882255..0000 59,125.0059,125.00 20.0000 20.0000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 1,100,000.001,100,000.00 10.0000 10.0000 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 450,000.00450,000.00 2.0000 2.0000 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 120,000.00120,000.00 0.5000 0.5000 OOHH mmaannddoorr @@ 6600,,000000..0000 30,000.0030,000.00 JJUUMMLLAAHH 11,,220000,,445544..1133 1,700,000.001,700,000.00 2,900,454.132,900,454.13 B.

B. 66 1 1 M2 M2 DIDINNDIDINNG G PPAAPPAAN N UULILIN N DIDIKEKETTAAMM 0.0240 0.0240 MM33 ppaappaan n kkaayyu u ulliinun @@ 11,,773377,,557711..9944 41,701.7341,701.73 0.2000 0.2000 KKgg ppaakkuuuulliinn @@ 1133,,775500..0000 2,750.002,750.00 0.8000 0.8000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 44,000.0044,000.00 0.2800 0.2800 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 12,600.0012,600.00 0.0800 0.0800 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 4,800.004,800.00 0.0100 0.0100 OOHH mmaannddoorr @@ 6600,,000000..0000 600.00600.00 JJUUMMLLAAHH 4444,,445511..7733 62,000.0062,000.00 106,451.73106,451.73 B.

B. 77 1 M1 M2 D2 DININDIDINNG PG PAAPPAAN MN MERERAANNTTI DI DIKIKETETAAMM 0.0240 0.0240 MM33 ppaappaan n kkaayyu u mmeerraannttii @@ 11,,118877,,557711..9944 28,501.7328,501.73 0.2000 0.2000 KKgg ppaakku u bbiiaassaa @@ 1111,,882255..0000 2,365.002,365.00 0.8000 0.8000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 44,000.0044,000.00 0.2800 0.2800 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 12,600.0012,600.00 0.0800 0.0800 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 4,800.004,800.00 0.0100 0.0100 OOHH mmaannddoorr @@ 6600,,000000..0000 600.00600.00 JJUUMMLLAAHH 3300,,886666..7733 62,000.0062,000.00 92,866.7392,866.73 B.

B. 88 1 1 M2 M2 DIDINDNDINING G SUSUSUSUN N SISIRIRIH H PAPAPAPAN N MEMERARANTNTII 0.0250 0.0250 MM33 ppaappaan n kkaayyu u mmeerraannttii @@ 11,,118877,,557711..9944 29,689.3029,689.30 0.1500 0.1500 KKgg ppaakku u bbiiaassaa @@ 1111,,882255..0000 1,773.751,773.75 0.4000 0.4000 OOHH ttuukkaanng g kkaayyuu @@ 5555,,000000..0000 22,000.0022,000.00 0.1400 0.1400 OOHH ppeekkeerrjjaa @@ 4455,,000000..0000 6,300.006,300.00 0.0400 0.0400 OOHH kkeeppaalla a ttuukkaanngg @@ 6600,,000000..0000 2,400.002,400.00 0.0070 0.0070 OOHH mmaannddoorr @@ 6600,,000000..0000 420.00420.00 JJUUMMLLAAHH 3311,,446633..0055 31,120.0031,120.00 62,583.0562,583.05 Hal : 498 Hal : 498 HARGA SATUAN (Rp) HARGA SATUAN (Rp) HARGA HARGA JUMLAH HARGA (Rp) JUMLAH HARGA (Rp) KODE KODE ANALISA

ANALISA IINNDDEEKK SSAATT U U R R A A I I A A NN

ANALISA HARGA SATUAN BOW

(5)

BAHAN UPAH (Rp) (Rp)

B. 9 1 M2 DINDING PAPAN MERANTI SUSUN SIRIH DIKETAM

0.0250 M3 papan kayu meranti @ 1,187,571.94 29,689.30

0.2000 Kg paku biasa @ 11,825.00 2,365.00 0.8000 OH tukang kayu @ 55,000.00 44,000.00 0.2800 OH pekerja @ 45,000.00 12,600.00 0.0800 OH kepala tukang @ 60,000.00 4,800.00 0.0100 OH mandor @ 60,000.00 600.00 JUMLAH 32,054.30 62,000.00 94,054.30

B. 10 1 M2 MENGERJAKAN DINDING PARTISI KAYU MERANTI DAN LAPISAN MULTIPLEK 9 MM

0.0210 M3 papan kayu meranti @ 1,187,571.94 24,939.01

0.7000 LBR Multiplek 9 mm @ 150,000.00 105,000.00 0.0400 KG Paku biasa @ 11,825.00 473.00 0.0400 KG Paku plywood @ 20,000.00 800.00 0.0150 OH Tukang kayu @ 55,000.00 825.00 0.8000 OH Pekerja @ 45,000.00 36,000.00 0.0150 OH kepala tukang @ 60,000.00 900.00 0.0400 OH Mandor @ 60,000.00 2,400.00 JUMLAH 131,212.01 40,125.00 171,337.01 Hal : 499 HARGA SATUAN (Rp) HARGA JUMLAH HARGA (Rp) KODE

ANALISA INDEK SAT U R A I A N

(6)

BIDANG : CIPTA KARYA TAHUN : Juli 2006 ONGKOS ANGKUT JUMLAH ONGKOS ANGKUT JUMLAH ONGKOS ANGKUT JUMLAH ONGKOS ANGKUT JUMLAH

1 Balok Klas I Bangkirai m3 1,700,000.00 123,950.58 1,823,950.58 154,938.22 1,854,938.22 185,925.86 1,885,925.86 237,571.94 1,937,571.94 2 Balok Klas I Ulin m3 1,300,000.00 123,950.58 1,423,950.58 154,938.22 1,454,938.22 185,925.86 1,485,925.86 237,571.94 1,537,571.94 3 Balok Kayu Meranti m3 800,000.00 123,950.58 923,950.58 154,938.22 954,938.22 185,925.86 985,925.86 237,571.94 1,037,571.94 4 Batu Gunung m3 65,000.00 35,945.67 100,945.67 66,933.31 131,933.31 97,920.96 162,920.96 149,567.03 214,567.03 5 Kayu Klas 2 m3 650,000.00 123,950.58 773,950.58 154,938.22 804,938.22 185,925.86 835,925.86 237,571.94 887,571.94 6 Kayu galam dia 10 - 12 cm btg 9,500.00 123,950.58 133,450.58 154,938.22 164,438.22 185,925.86 195,425.86 237,571.94 247,071.94 7 Kerikil Beton / Split ( 2-3 cm ) m3 165,000.00 35,945.67 200,945.67 66,933.31 231,933.31 97,920.96 262,920.96 149,567.03 314,567.03 8 Koral m3 165,000.00 35,945.67 200,945.67 66,933.31 231,933.31 97,920.96 262,920.96 149,567.03 314,567.03 9 Papan Kayu Bangkirai m3 1,900,000.00 123,950.58 2,023,950.58 154,938.22 2,054,938.22 185,925.86 2,085,925.86 237,571.94 2,137,571.94 10 Papan Kayu Ulin m3 1,500,000.00 123,950.58 1,623,950.58 154,938.22 1,654,938.22 185,925.86 1,685,925.86 237,571.94 1,737,571.94 11 Papan Kayu kelas 2 m3 800,000.00 123,950.58 923,950.58 154,938.22 954,938.22 185,925.86 985,925.86 237,571.94 1,037,571.94 12 Papan Kayu Meranti m3 950,000.00 123,950.58 1,073,950.58 154,938.22 1,104,938.22 185,925.86 1,135,925.86 237,571.94 1,187,571.94 13 Pasir Beton m3 175,000.00 35,945.67 210,945.67 66,933.31 241,933.31 97,920.96 272,920.96 149,567.03 324,567.03 14 Pasir Pasang sungai m3 175,000.00 35,945.67 210,945.67 66,933.31 241,933.31 97,920.96 272,920.96 149,567.03 324,567.03 15 Pasir pasang putih m3 100,000.00 35,945.67 135,945.67 66,933.31 166,933.31 97,920.96 197,920.96 149,567.03 249,567.03 16 Pasir Urug m3 50,000.00 35,945.67 85,945.67 66,933.31 116,933.31 97,920.96 147,920.96 149,567.03 199,567.03 17 Sirtu m3 60,000.00 35,945.67 95,945.67 66,933.31 126,933.31 97,920.96 157,920.96 149,567.03 209,567.03 18 Tanah Urug m3 13,500.00 35,139.99 48,639.99 66,127.63 79,627.63 97,115.28 110,615.28 148,761.35 162,261.35

DAFTAR ONGKOS ANGKUT MATERIAL

NO MATERIAL SAT HARGA

MATERIAL JARAK ANGKUT RATA-RATA 0 - 15 JARAK ANGKUT RATA-RATA 16 - 30 JARAK ANGKUT RATA-RATA 31 - 45 JARAK ANGKUT RATA-RATA 46 - 70

(7)

BIDANG : Cipta Karya TAHUN ANGGARAN : 2006

NO SAT JUMLAH HARGA

SATUAN

BIAYA ANGKUT

HARGA DASAR

TANPA PAJAK KETERANGAN

1 3 4=6+5 5 6 7

A UPAH KERJA

1 Pekerja ( Buruh semi terlatih ) Hari 45,000.00 - 45,000.00

2 TukangBatu Hari 55,000.00 - 55,000.00

3 Tukang Kayu Hari 55,000.00 - 55,000.00

4 TukangBesi Hari 55,000.00 - 55,000.00

5 TukangCat Hari 55,000.00 - 55,000.00

6 Kepala Tukang Hari 60,000.00 - 60,000.00

7 Mandor Hari 60,000.00 - 60,000.00

8 Sopir Hari 50,000.00 - 50,000.00

9 Pembantu Sopir Hari 40,000.00 - 40,000.00

B Harga Bahan

1 Aluminium foil single sided Roll 450,000.00 - 450,000.00

2 Ampelas Lbr 2,500.00 - 2,500.00

3 Atap Asbes Gelombang Besar Lbr 23,000.00 - 23,000.00

4 Atap Genteng Kodok Bh 1,550.00 - 1,550.00

5 Atap Metal Berkualitas ( 2 ssn, 8 daun ) Lbr 40,000.00 - 40,000.00

6 Atap Plastik gelombang 60 x 170 Lbr 14,500.00 - 14,500.00

7 AtapSirap Ikat 50,000.00 - 50,000.00 isi 100 bh

8 AtapTilux Bh 21,000.00 - 21,000.00

9 Bahan Plafond Asbes Semen 5 mm M2 21,000.00 - 21,000.00

10 Bahan Plafond eternit 4 mm M2 25,000.00 - 25,000.00

11 Bahan Plafond Hardplex 5 mm 120 x 130 Lbr 42,500.00 - 42,500.00

12 Bahan Politur ( sirlak ) India Kg 32,000.00 - 32,000.00

13 Bak Air Fiber (60 x 60 cm) Bh 145,000.00 - 145,000.00

14 Bak Air Fiber (60 x 80 cm) Bh 185,000.00 - 185,000.00

15 Bak Cuci Piring Stainles Lobang 1 Bh 195,000.00 - 195,000.00

16 Bak Cuci Piring Stainles Lobang 2 Bh 250,000.00 - 250,000.00

17 Bak Kontrol 50 x 50 x 40 cm Bh 75,000.00 - 75,000.00

18 Bak air Traso Besar Bh 185,000.00 - 185,000.00

19 Balok Klas I Bangkirai M3 1,937,571.94 237,571.94 1,700,000.00 Jarak 46 - 70

20 Balok Klas I Ulin M3 1,537,571.94 237,571.94 1,300,000.00 Jarak 46 - 70

DAFTAR HARGA SATUAN UPAH DAN BAHAN

URAIAN

2

(8)

NO SAT JUMLAH HARGA SATUAN

BIAYA ANGKUT

HARGA DASAR

21 Balok Kayu Meranti M3 1,037,571.94 237,571.94 800,000.00 Jarak 46 - 70

22 Batako Bh 1,500.00 - 1,500.00

23 Batualam M2 120,000.00 - 120,000.00

24 BatuBata Bh 550.00 - 550.00

25 Batuapung Kg 15,125.00 - 15,125.00

26 Batu Gunung M3 214,567.03 149,567.03 65,000.00 Jarak 46 - 70

27 Baut Bh 2,000.00 - 2,000.00

28 Bensin Lt 4,500.00 - 4,500.00

29 Besi Beton Polos Dia 6 - 22 mm Kg 11,000.00 - 11,000.00 10.68

30 Besi Beton Ulir Dia 6 - 22 mm Kg 16,000.00 - 16,000.00 7022.47191

31 Besi penggantung plafond Kg 11,000.00 - 11,000.00 14513.10861

32 Besistrip Kg 18,000.00 - 18,000.00

33 Box MCB 2 group Unit 150,000.00 - 150,000.00

34 Box MCB 4 group Unit 250,000.00 - 250,000.00

35 Breaker Bh 20,000.00 - 20,000.00

36 Buis Beton Dia 80 cm tanpa tulangan Bh 364,000.00 - 364,000.00

39 Buis Beton Dia 100 cm tanpa tulangan Bh 450,000.00 - 450,000.00

41 Cat Air / tembok Kg 15,400.00 - 15,400.00

42 Catbesi Kg 25,000.00 - 25,000.00

43 Cat Dasar / plamir Kg 22,500.00 - 22,500.00

44 Cat Kilap / Kayu Kg 35,000.00 - 35,000.00

45 Cat Menie kayu Kg 13,000.00 - 13,000.00

46 Closed Jongkok Keramik berkualitas Bh 120,000.00 - 120,000.00

47 Closed Jongkok Keramik Toto Bh 125,000.00 - 125,000.00

48 Closed Jongkok Teraso Bh 80,000.00 - 80,000.00

49 Closet Duduk Type Keramik Berkualitas Unit 1,200,000.00 - 1,200,000.00

50Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm Bh 250,000.00 - 250,000.00

51Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm Bh 200,000.00 - 200,000.00

52Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil Bh 350,000.00 - 350,000.00

53 Daun Ventilasi Bh 60,000.00 - 60,000.00

54 Dempul Halus ( INFRA ) Kg 25,000.00 - 25,000.00

55 Dempulkayu Kg 12,500.00 - 12,500.00

URAIAN

(9)

BIAYA ANGKUT

HARGA DASAR

56 Dempul Politur Kg 12,500.00 - 12,500.00

57 Engsel Jendela Lokal 3 " Bh 20,000.00 - 20,000.00

58 Engsel Pintu Lokal 5 " Bh 25,000.00 - 25,000.00

59 Espagnolet Bh 125,000.00 - 125,000.00

60 Floor Drain Bh 17,500.00 - 17,500.00

61 Formika Ukuran Pintu Lbr 75,000.00 - 75,000.00

62 Genteng keramik Bh 8,500.00 - 8,500.00

63 Glassblock Bh 18,500.00 - 18,500.00

64 Grendel Jendela Bh 7,500.00 - 7,500.00

65 Grendel Pintu Bh 12,500.00 - 12,500.00

66 Grendel tanam Pintu Bh 25,000.00 - 25,000.00

67 Gypsum board, t = 9 mm Lbr 45,000.00 - 45,000.00

68 HakAngin Bh 8,000.00 - 8,000.00

69 Handle Jendela putih Bh 5,000.00 - 5,000.00

70 HandlePintu Bh 16,500.00 - 16,500.00

71 JalusiAtap Bh 425,000.00 - 425,000.00

72 Jalusi Kayu Bangkirai M' 15,000.00 - 15,000.00

73 Kabel NGA 2,5 Rol 155,000.00 - 155,000.00

74 Kaca Naco ( kerangka/daun ) 5 mm Set 150,000.00 - 150,000.00

75 Kaca polos 2 mm M2 32,000.00 - 32,000.00

76 Kaca polos 3 mm M2 48,000.00 - 48,000.00

77 Kaca polos 5 mm M2 80,000.00 - 80,000.00 16,000.00

78 Kaca Rayben 5 mm M2 95,000.00 - 95,000.00

79 KanopiAtap Bh 325,000.00 - 325,000.00

80 Kawat Bendrat / Beton Kg 10,000.00 - 10,000.00

81 Kawat Bronjong Kg 27,500.00 - 27,500.00

82 KawatDuri Kg 11,000.00 - 11,000.00

83 Kawat Harmonika m2 37,500.00 - 37,500.00

84 Kawat nyamuk besi m2 10,000.00 - 10,000.00

85 Kawat nyamuk plastik m2 5,000.00 - 5,000.00

86 KayuKlas2 M3 650,000.00 - 650,000.00

87 Kayu galam dia 10 - 12 cm Btg 9,500.00 - 9,500.00

88 Keramik 10 x 20 cm M2 35,000.00 - 35,000.00

89 Keramik 20 x 25 cm M2 44,000.00 - 44,000.00

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HARGA DASAR

90 Keramik 20 x 20 cm M2 44,000.00 - 44,000.00

91 Keramik 30 x 30 cm Halus M2 37,000.00 - 37,000.00

92 Keramik 30 x 30 cm Kasar M2 41,000.00 - 41,000.00

93 Keramik 40 x 40 anti slip M2 49,500.00 - 49,500.00

94 KaretTalang M' 5,500.00 - 5,500.00

95 Kerikil Beton / Split ( ukuran 2-3 cm ) M3 314,567.03 149,567.03 165,000.00 Jarak 46 - 70

96 Koral M3 314,567.03 149,567.03 165,000.00 Jarak 46 - 70

97 Kran Air Dia 1" Bh 25,000.00 - 25,000.00

98 Kran Air Dia 3/4 Bh 20,000.00 - 20,000.00

99 Kuas3" Bh 7,500.00 - 7,500.00

100 Kunci Pintu 2 Slag berkualitas Bh 150,000.00 - 150,000.00

101 Kunci Pintu Double Ex Cisa Bh 350,000.00 - 350,000.00

102Kunci Pintu Double Lengkap Dgn Accecories Bh 750,000.00 - 750,000.00

103 Kunci Pintu Tanam antik Bh 125,000.00 - 125,000.00

104 Kusenaluminium1 -

-105 Kusenaluminium2 -

-106 Kusenaluminium3 -

-107 Lampu 2 - TL 40 Watt Double + Instalasi Bh 150,000.00 - 150,000.00

108 Lampu Merkury 250 wt Bh 165,000.00 - 165,000.00

109 Lampu Pijar 10 Watt Bh 3,500.00 - 3,500.00

116 Lampu Philip SL 20 Watt + Fitting Bh 50,000.00 - 50,000.00

117 Lampu TL Philip + Fitting 20 Watt Bh 37,000.00 - 37,000.00

118 Lampu TL 20 Watt Double (Trafo) Bh 125,000.00 - 125,000.00

119 Lampu TL 40 Watt (Trafo) Bh 85,000.00 - 85,000.00

120 Lampu TL 40 Watt Double (Trafo) Bh 160,000.00 - 160,000.00

121 Lem Kayu ( Fox ) Ltr 9,500.00 - 9,500.00

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HARGA DASAR

122 LemParalon Bh 5,000.00 - 5,000.00

123 List Cornice Gypsum M' 15,000.00 - 15,000.00

124 List Plafond Gypsum M' 30,000.00 - 30,000.00

125 List Plafond Plywood M' 1,500.00 - 1,500.00

126 List Profil Sudut 3/5 Ky Bangkirai M' 4,250.00 - 4,250.00

127 List Profil Sudut 3/5 Ky Meranti M' 3,750.00 - 3,750.00

128 Listplank kayu ukir M' 37,692.62 - 37,692.62 32,692.62

129 List plafond gypsum M' 31,250.00 - 31,250.00 5,000.00

130 Macam2 Sambungan PVC AW Dia 1 " Bh 3,500.00 - 3,500.00

131 Macam2 Sambungan PVC AW Dia 1/2 " Bh 2,000.00 - 2,000.00

133 Macam2 Sambungan PVC AW Dia 3/4 " Bh 6,500.00 - 6,500.00

135 Marmerlokal m2 - -136 Minyakcat Ltr 12,500.00 - 12,500.00 137 Minyak bekisting Ltr 5,000.00 - 5,000.00 138 Multiplek 4 mm Lbr 67,000.00 - 67,000.00 66,666.67 139 Multiplek 6 mm Lbr 100,000.00 - 100,000.00 100,000.00 140 Multiplek 9 mm Lbr 150,000.00 - 150,000.00 16,666.67 141 Multiplek 15 mm Lbr 250,000.00 - 250,000.00 250,000.00 142 Multiplek 18 mm Lbr 300,000.00 - 300,000.00 300,000.00 143 Multiplex 12 mm Lbr 200,000.00 - 200,000.00 200,000.00

144 Nok Genteng Kodok Bh 2,000.00 - 2,000.00

145 Nok Genteng keramik Bh 19,500.00 - 19,500.00

146 Nok Model U ukuran 110 x 5 x 6 cm M' 35,000.00 - 35,000.00

147 Nok Model U Verza Roof 40 x 12 cm Bh 18,000.00 - 18,000.00

148 Oker Kg 15,000.00 - 15,000.00

149 Oli / pelumas Ltr 24,750.00 - 24,750.00

150 Pagar besi motif BRC 1,2 x 2,4 m' M' 297,916.67 - 297,916.67

151 Pagar besi motif BRC 1,75 x 2,4 m' M' 343,750.00 - 343,750.00

152 Paku Asbes + Karet Kg 16,000.00 - 16,000.00

153 PakuBeton Bh 250.00 - 250.00

154 Pakubor Kg 25,000.00 - 25,000.00

155 Paku Genteng metal Kg 27,500.00 - 27,500.00

156 Paku Kayu / biasa Kg 11,825.00 - 11,825.00

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HARGA DASAR

157 PakuKeling Kg 25,000.00 - 25,000.00

158 PakuSeng Kg 14,300.00 - 14,300.00

159 PakuUlin Kg 13,750.00 - 13,750.00

160 Paku Plywood Kg 20,000.00 - 20,000.00

161 PakuSekrup Kg 14,300.00 - 14,300.00

162 Papan Kayu Bangkirai M3 2,137,571.94 237,571.94 1,900,000.00 Jarak 46 - 70

163 Papan Kayu Ulin M3 1,737,571.94 237,571.94 1,500,000.00 Jarak 46 - 70

164 Papan Kayu kelas 2 M3 1,037,571.94 237,571.94 800,000.00 Jarak 46 - 70

165 Papan Kayu Meranti M3 1,187,571.94 237,571.94 950,000.00 Jarak 46 - 70

166 Papan Nama Proyek Bh 350,000.00 - 350,000.00

167 Papan Reuter Bengkirai M' 26,900.00 - 26,900.00

168 Pas. Lampu Baret + Instalasi Unit 375,000.00 - 375,000.00

169 Pas. Lampu Gantung Unit 450,000.00 - 450,000.00

170 Pasir Beton M3 324,567.03 149,567.03 175,000.00 Jarak 46 - 70

171 Pasir Pasang sungai M3 324,567.03 149,567.03 175,000.00 Jarak 46 - 70

172 Pasir pasang putih M3 249,567.03 149,567.03 100,000.00 Jarak 46 - 70

173 PasirUrug M3 199,567.03 149,567.03 50,000.00 Jarak 46 - 70

174 Paving blok biasa bh 2,000.00 - 2,000.00

175 Paving block K - 127 m2 75,000.00 - 75,000.00

176 Penangkal Petir + Instalasi unit 5,500,000.00 - 5,500,000.00

177 Pintu Panel Double ky Bangkirai Bh 700,000.00 - 700,000.00

178 Pintu Double Plywood Bh 250,000.00 - 250,000.00

179 Pintu Panel ky Bangkirai Uk. Besar L 80 cm Bh 425,000.00 - 425,000.00 180 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm Bh 350,000.00 - 350,000.00 181 Pintu Panel kayu Ulin Ukuran Besar L 80 cm Bh 350,000.00 - 350,000.00 182 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm Bh 300,000.00 - 300,000.00

183 Pintu Panel Lapis Formika (Fabrikasi) Bh 335,000.00 - 335,000.00

184 PintuSkat Bh 200,000.00 - 200,000.00

185 Pipa Galvanis AW Dia 1 " M' 15,000.00 - 15,000.00

189 Pipa PVC AW Dia 1 " Btg 25,000.00 - 25,000.00 4 m' / btg

190 Pipa PVC AW Dia 1/2 " Btg 12,500.00 - 12,500.00 4 m' / btg

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HARGA DASAR

192 Pipa PVC AW Dia 3/4 " Btg 15,000.00 - 15,000.00 4 m' / btg

194 Pipa stainless steel 2 " M' 30,250.00 - 30,250.00

195 Pipa stainless steel 3 " M' 37,812.00 - 37,812.00

196 Pitting Bh 6,000.00 - 6,000.00

197 Plamir Kg 28,000.00 - 28,000.00

198 Plitur Kg 8,500.00 - 8,500.00

199 Plint / list lantai keramik Bh 3,500.00 - 3,500.00

200 Plint marmer 10 x 40 cm Bh 12,500.00 - 12,500.00 201 Plywood 3 mm Lbr 46,000.00 - 46,000.00 15,333.33 202 Plywood 4 mm Lbr 61,500.00 - 61,500.00 61,333.33 203 Plywood 6 mm Lbr 92,000.00 - 92,000.00 92,000.00 204 Plywood 12 mm Lbr 184,000.00 - 184,000.00 184,000.00 205 Plywood 15 mm Lbr 230,000.00 - 230,000.00 230,000.00 206 Plywood 18 mm Lbr 276,000.00 - 276,000.00 276,000.00 207 Porselen 20 x 20 cm Bh 2,500.00 - 2,500.00 208 Polycarbonat -

-209 Rangka besi hollow M' 60,000.00 - 60,000.00

210 Rol Cat Tembok Bh 20,000.00 - 20,000.00

211 Rollingdoor -

-212 Roster beton 20 x 20 cm Bh 3,000.00 - 3,000.00

213 Roster beton 20 x 30 cm Bh 4,000.00 - 4,000.00

214 Roster kayu bangkirai 20 x 20 cm Bh 60,000.00 - 60,000.00

215 RumputHias M2 25,000.00 - 25,000.00

216 Saklar Ganda Bh 19,250.00 - 19,250.00

217 Saklar Tunggal Bh 16,500.00 - 16,500.00

218 Sekering Kas 3 Group + Instalasi Unit 100,000.00 - 100,000.00

219 Semen Abu - Abu / PC ( 50 kg/Zak ) Zak 43,000.00 - 43,000.00

220 SemenWarna Kg 1,600.00 - 1,600.00

221 Semenputih Kg 1,200.00 - 1,200.00

222 Seng gelombang Besar / kecil Lbr 30,000.00 - 30,000.00

223 SengPlat Lbr 35,000.00 - 35,000.00

224 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 ) Unit 4,550,000.00 - 4,550,000.00

225 Septictank Kayu Unit 1,650,000.00 - 1,650,000.00

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226 Sirlak Kg 27,000.00 - 27,000.00

227 Sirtu m3 209,567.03 149,567.03 60,000.00 Jarak 46 - 70

228 Solar Ltr 6,321.00 - 6,321.00

229 Spritus Ltr 5,000.00 - 5,000.00

230 StopKontak Bh 18,000.00 - 18,000.00

231 Talang Air PVC Maspion M' 25,000.00 - 25,000.00 Perbatang 4 m'

232 Tambah daya Listrik Wt 2,500.00 - 2,500.00

233 TanahUrug M3 162,261.35 148,761.35 13,500.00 Jarak 46 - 70 234 Tandon Air 2 x 1200 ltr + Menara + Atap Unit 3,950,000.00 - 3,950,000.00

235 Tandon Air 1 x 1200 ltr + Menara + Atap Unit 1,975,000.00 - 1,975,000.00 236 Tangga Naik Tinggi 1 m Bh 210,000.00 - 210,000.00 237 Tanki Air Viberglass 1200 Ltr Bh 850,000.00 - 850,000.00 238 Tanki Air Viberglass 2500 Ltr Bh 1,850,000.00 - 1,850,000.00 239 Tanki Air Viberglass 550 Ltr Bh 650,000.00 - 650,000.00

240 Teakwood 3 mm Lbr 85,000.00 - 85,000.00 28,333.33

241 Teakwood 4 mm Lbr 113,500.00 - 113,500.00 113,333.33

242 Teakwood 6 mm Lbr 170,000.00 - 170,000.00 170,000.00

243 Ter/Residu Kg 5,000.00 - 5,000.00

244 Terpentin Ltr 2,500.00 - 2,500.00

245 Tiang Lampu Tunggal 11 m' Bt 1,950,000.00 - 1,950,000.00 246 Tiang Lampu Tunggal 9 m' Bt 1,280,000.00 - 1,280,000.00 247 Tiang Lampu Ganda 11 m' Bt 2,300,000.00 - 2,300,000.00 248 Tiang Lampu ganda 9 m' Bt 1,510,000.00 - 1,510,000.00

249 TinnerA Ltr 12,000.00 - 12,000.00

250 Titik Mata Lampu Ttk 130,000.00 - 130,000.00 251 Trap Depan Papan Tulis Bak Lapis Keramik Bh 130,000.00 - 130,000.00 252 Ukiran jamang pada puncak Bh 312,500.00 - 312,500.00 253 Ukiran jamang pada listplank Bh 250,000.00 - 250,000.00

254 Urinoir Bh 1,500,000.00 - 1,500,000.00

255 Washtafel + Cermin Bh 450,000.00 - 450,000.00

Catatan :

1. Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan lokal

2. Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran

3. Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut

4. Ongkos angkut tergantung jarak lokasi pekerjaan ke Quary ( sampel jarak angkut 46 - 70 )

5. Harga belum termasuk PPn

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BAHAN UPAH

(Rp) (Rp)

A. PEKERJAAN PERSIAPAN

A. 6.6.1 1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M

1.2500 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 11,875.00

2.5000 kg Semenportland @ 860.00 2,150.00 0.0050 m3 Pasirbeton @ 324,567.03 1,622.84 0.0090 m3 Koralbeton @ 314,567.03 2,831.10 0.0720 m3 Kayu5/7 @ 650,000.00 46,800.00 0.0600 kg Paku biasa 2'-5' @ 11,825.00 709.50 0.4000 lt Residu @ 5,000.00 2,000.00 0.2000 oh Tukangkayu @ 55,000.00 11,000.00 0.4000 oh Pekerja @ 45,000.00 18,000.00 0.0200 oh Kepala tukang @ 60,000.00 1,200.00 0.0200 oh Mandor @ 60,000.00 1,200.00 JUMLAH 67,988.44 31,400.00 99,388.44 A. 6.6.2 1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M

2.5000 kg Semenportland @ 860.00 2,150.00 1.2000 Lbr Seng gelombang 3" - 5 " @ 30,000.00 36,000.00 0.0050 m3 PasirBeton @ 324,567.03 1,622.84 0.0090 m3 Koralbeton @ 314,567.03 2,831.10 0.0720 kg Kayu5/7 @ 650,000.00 46,800.00 0.0600 kg Paku biasa 2'-5' @ 11,825.00 709.50 0.4500 Kg Menibesi @ 25,000.00 11,250.00 0.2000 oh Tukangkayu @ 55,000.00 11,000.00 0.4000 oh Pekerja @ 45,000.00 18,000.00 0.0200 oh Kepala tukang @ 60,000.00 1,200.00 0.0200 oh Mandor @ 60,000.00 1,200.00 JUMLAH 113,238.44 31,400.00 144,638.44 A. 6.6.3 1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M

2.5000 kg Semenportland @ 860.00 2,150.00 25.0000 kg KawatDuri @ 11,000.00 275,000.00 0.0050 m3 PasirBeton @ 324,567.03 1,622.84 0.0090 m3 Koralbeton @ 314,567.03 2,831.10 0.0720 kg Paku biasa 2'-5' @ 11,825.00 851.40 0.2000 oh Tukangkayu @ 55,000.00 11,000.00 0.3000 oh Pekerja @ 45,000.00 13,500.00 0.0200 oh Kepala tukang @ 60,000.00 1,200.00 0.0200 oh Mandor @ 60,000.00 1,200.00 JUMLAH 294,330.34 26,900.00 321,230.34 Hal : 393

ANALISA HARGA SATUAN SNI 2006

U R A I A N KODE

ANALISA INDEK SATUAN

HARGA

JUMLAH HARGA ( Rp ) HARGA SATUAN ( Rp )

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A. 6.6.4 1 M' MENGUKUR DAN MEMASANG BOUWPLANK

0.0120 m3 kayu meranti, balok @ 1,037,571.94 12,450.86 0.0200 kg PakuBiasa2'-5' @ 11,825.00 236.50 0.0070 m3 kayu papan 3/20 @ 1,037,571.94 7,263.00 0.1000 oh tukangkayu @ 55,000.00 5,500.00 0.1000 oh pekerja @ 45,000.00 4,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0050 oh mandor @ 60,000.00 300.00 JUMLAH 19,950.37 10,900.00 30,850.37 A. 6.6.5 1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN

0.1800 kg Kayu @ 1,037,571.94 186,762.95 0.8500 m3 Kayu Biasa @ 1,037,571.94 881,936.15 1.1000 m3 BesiStrip @ 18,000.00 19,800.00 35.0000 kg Semenportland @ 860.00 30,100.00 0.1500 kg Pasir Pasang @ 249,567.03 37,435.05 0.1000 m3 PasirBeton @ 324,567.03 32,456.70 0.1500 m3 Koralbeton @ 314,567.03 47,185.05 30.0000 Bh Batamerah @ 550.00 16,500.00 0.2500 Lbr SengPlat @ 30,000.00 7,500.00 2.0000 Bh Jendela Nako @ 150,000.00 300,000.00 0.0800 m2 KacaPolos @ 80,000.00 6,400.00 0.0150 Bh Kunci Tanam @ 125,000.00 1,875.00 0.0600 Lbr Plywood 4 mm @ 61,500.00 3,690.00 2.0000 oh tukangkayu @ 55,000.00 110,000.00 1.0000 oh TukangBatu @ 55,000.00 55,000.00 2.0000 oh pekerja @ 45,000.00 90,000.00 0.3000 oh Kepala tukang @ 60,000.00 18,000.00 0.0500 oh Mandor @ 60,000.00 3,000.00 JUMLAH 1,583,515.91 276,000.00 1,859,515.91 A. 6.6.6 1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT

0.2100 kg Kayu @ 1,037,571.94 217,890.11 0.3000 kg Paku biasa 2'-5' @ 11,825.00 3,547.50 10.5000 kg Semenportland @ 860.00 9,030.00 0.0300 m3 PasirBeton @ 324,567.03 9,737.01 0.0500 m3 Koralbeton @ 314,567.03 15,728.35 1.5000 Lbr Seng gelombang @ 30,000.00 45,000.00 2.0000 oh Tukangkayu @ 55,000.00 110,000.00 1.0000 oh Pekerja @ 45,000.00 45,000.00 0.2000 oh Kepala tukang @ 60,000.00 12,000.00 0.0500 oh Mandor @ 60,000.00 3,000.00 JUMLAH 317,082.97 170,000.00 487,082.97 Hal : 394

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A. 6.6.7 1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU

0.2760 kg Kayu @ 1,037,571.94 286,369.85 0.7000 kg Paku biasa 2'-5' @ 11,825.00 8,277.50 1.5000 Lbr Seng gelombang bljs 32 @ 30,000.00 45,000.00 1.5000 oh Tukangkayu @ 55,000.00 82,500.00 1.0000 oh Pekerja @ 45,000.00 45,000.00 0.1500 oh Kepala tukang @ 60,000.00 9,000.00 0.0500 oh Mandor @ 60,000.00 3,000.00 JUMLAH 368,147.35 139,500.00 507,647.35 A. 6.6.8 1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN

0.1000 oh pekerja @ 45,000.00 4,500.00

0.0500 oh mandor @ 364,000.00 18,200.00

JUMLAH - 22,700.00 22,700.00

A. 6.6.9 1 M2 PEMBUATAN BEDENG BURUH

0.1860 kg Kayu @ 1,037,571.94 192,988.38 0.3000 Kg Paku biasa 2'-5' @ 11,825.00 3,547.50 18.0000 kg Semenportland @ 860.00 15,480.00 0.0300 m3 PasirBeton @ 324,567.03 9,737.01 0.0500 m3 Koralbeton @ 314,567.03 15,728.35 1.5000 Lbr Seng gelombang bljs 32 @ 30,000.00 45,000.00 1.3500 Lbr Plywood 4 mm @ 61,500.00 83,025.00 2.0000 oh Tukangkayu @ 55,000.00 110,000.00 1.0000 oh Pekerja @ 45,000.00 45,000.00 0.2000 oh Kepala tukang @ 60,000.00 12,000.00 0.0500 oh Mandor @ 60,000.00 3,000.00 JUMLAH 377,381.24 170,000.00 547,381.24 A. 6.6.10 1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM

0.0360 m3 Kayu Terentang @ 1,037,571.94 37,352.59 0.0800 kg Paku biasa 2'-5' @ 11,825.00 946.00 1.0000 btg kaso5/7 @ 25,000.00 25,000.00 0.3000 oh Tukangkayu @ 55,000.00 16,500.00 0.0015 oh Mandor @ 60,000.00 90.00 JUMLAH 63,298.59 16,590.00 79,888.59 A. 6.6.11 1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM

1.0000 btg Bambu dia. 6 - 8 / 600 cm @ 10,000.00 10,000.00 0.2500 kg TaliIjuk @ 25,000.00 6,250.00 0.0170 oh Tukangkayu @ 55,000.00 935.00 0.2500 oh Pekerja @ 45,000.00 11,250.00 0.0020 oh Kepala tukang @ 60,000.00 120.00 0.0130 oh Mandor @ 60,000.00 780.00 JUMLAH 16,250.00 13,085.00 29,335.00 Hal : 395

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A. 6.6.12 1 M2 PEMBUATAN JALAN SEMENTARA 0.1500 m3 Batu Belah 15/20 @ 165,000.00 24,750.00 0.0900 m3 BatuPecah5/7 @ 170,000.00 15,300.00 0.0100 m3 Pasirpasang @ 1,500,000.00 15,000.00 1.0000 oh pekerja @ 150,000.00 150,000.00 0.0500 oh mandor @ 10,000.00 500.00 JUMLAH 55,050.00 150,500.00 205,550.00 A. 6.6.13 1 M3 BONGKARAN BETON BERTULANG

6.6670 oh pekerja @ 45,000.00 300,015.00

0.3330 oh Mandor @ 60,000.00 19,980.00

JUMLAH - 319,995.00 319,995.00

A. 6.6.14 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH

6.6670 oh pekerja @ 45,000.00 300,015.00

0.3330 oh Mandor @ 60,000.00 19,980.00

JUMLAH - 319,995.00 319,995.00

A. 6.6.15 1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M

0.4340 m2 Pagar Kawat jaring @ 37,500.00 16,275.00

0.0420 oh Pekerja @ 45,000.00 1,890.00

0.0040 oh Kepala tukang @ 60,000.00 240.00

0.0420 oh Tukang @ 55,000.00 2,310.00

0.0020 oh Mandor @ 60,000.00 120.00

JUMLAH 16,275.00 4,560.00 20,835.00 A. 6.6.16 1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM

0.9860 lbr PanelBetonPracetak @

-0.5250 btg KolomBetonPracetak @

-0.0740 m3 PasirBeton @ 324,567.03 24,017.9601

0.1460 m3 Koral @ 314,567.03 45,926.7862

45.0000 kg SemenAbu-abu @ 43,000.00 1,935,000.0000

0.1250 oh Tukangbatu @ 55,000.00 6,875.00 0.0120 oh Kepalatukang @ 60,000.00 720.00 0.3750 oh pekerja @ 45,000.00 16,875.00 0.0190 oh mandor @ 60,000.00 1,140.00 JUMLAH 2,004,944.75 25,610.00 2,030,554.75 B. PEKERJAAN TANAH

B. 6.6.1 1 M3 GALIAN TANAH BIASA SEDALAM 1 M'

0.4000 oh pekerja 92.4000 45,000.00 18,000.00 - oh tukanggali @ 55,000.00 -- oh kepalatukang @ 60,000.00 -0.0400 oh mandor @ 60,000.00 2,400.00 JUMLAH 20,400.00 20,400.00 Hal : 396

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B. 6.6.2 1 M3 GALIAN TANAH BIASA SEDALAM 2 M' 0.5260 oh pekerja 45,000.00 23,670.00 - oh tukanggali 55,000.00 -- oh kepalatukang @ 60,000.00 -0.0520 oh mandor @ 60,000.00 3,120.00 JUMLAH 26,790.00 26,790.00

B. 6.6.3 1 M3 GALIAN TANAH BIASA SEDALAM 3 M'

0.7350 oh pekerja @ 45,000.00 33,075.00

- oh tukanggali @ 55,000.00

-- oh kepalatukang @ 60,000.00

-0.0730 oh mandor @ 60,000.00 4,380.00

JUMLAH 37,455.00 37,455.00

B. 6.6.4 1 M3 GALIAN TANAH KERAS SEDALAM 1 M'

0.6250 oh pekerja @ 45,000.00 28,125.00

-0.0620 oh mandor @ 60,000.00 3,720.00

JUMLAH 31,845.00 31,845.00

B. 6.6.5 1 M3 GALIAN TANAH CADAS SEDALAM 1 M

1.2500 oh pekerja @ 45,000.00 56,250.00

-0.1250 oh mandor @ 60,000.00 7,500.00

JUMLAH 63,750.00 63,750.00

B. 6.6.6 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M'

0.8230 oh pekerja @ 45,000.00 37,035.00

-0.0830 oh mandor @ 60,000.00 4,980.00

JUMLAH 42,015.00 42,015.00

B. 6.6.7 1 M2 PEKERJAAN STRIPPING SETINGGI 1 M

0.0500 oh pekerja @ 45,000.00 2,250.00

-0.0050 oh mandor @ 60,000.00 300.00

JUMLAH 2,550.00 2,550.00

B. 6.6.8 1 M3 PEMBUANGAN TANAH SEJAUH 150 M

0.5160 oh pekerja @ 45,000.00 23,220.00 - oh tukanggali @ 55,000.00 -- oh kepalatukang @ 60,000.00 -0.0500 oh mandor @ 60,000.00 3,000.00 JUMLAH 26,220.00 26,220.00 Hal : 397

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B. 6.6.9 1 M3 URUGAN KEMBALI 0.1920 oh pekerja @ 45,000.00 8,640.00 - oh tukanggali @ 55,000.00 -- oh kepalatukang @ 60,000.00 -0.0190 oh mandor @ 60,000.00 1,140.00 JUMLAH 9,780.00 9,780.00 B. 6.6.10 PEMADATAN TANAH 0.5000 oh pekerja @ 45,000.00 22,500.00 - oh tukanggali @ 55,000.00 -- oh kepalatukang @ 60,000.00 -0.0500 oh mandor @ 60,000.00 3,000.00 JUMLAH 25,500.00 25,500.00 B. 6.6.11 1 M3 URUGAN TANAH 1.2000 M3 Tanahurug @ 162,261.35 194,713.62 0.2500 oh pekerja @ 45,000.00 11,250.00 0.0250 oh mandor @ 60,000.00 1,500.00 1.0000 oh Ls biaya pemadatan @ 25,500.00 25,500.00 JUMLAH 194,713.62 38,250.00 232,963.62 B. 6.6.11.a 1 M3 URUGAN PASIR

1.2000 M3 pasirurug @ 199,567.03 239,480.43

0.3000 oh pekerja @ 45,000.00 13,500.00

0.0100 oh mandor @ 60,000.00 600.00

1.0000 oh Ls biaya pemadatan @ 25,500.00 25,500.00

JUMLAH 239,480.43 39,600.00 279,080.43 B. 6.6.12 1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL

0.3300 M3 pasirurug @ 199,567.03 65,857.12 0.1090 M3 kapurpadam @ 0.7630 M3 tanahliat @ 0.8330 oh pekerja @ 45,000.00 37,485.00 0.4160 oh tukangbatu @ 55,000.00 22,880.00 0.0400 oh kepalatukang @ 60,000.00 2,400.00 0.0830 oh mandor @ 60,000.00 4,980.00 JUMLAH 65,857.12 67,745.00 133,602.12 B. 6.6.13 1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL

0.2000 M3 kapurpadam @ -1.0000 M3 tanahliat @ -0.8330 oh pekerja @ 45,000.00 37,485.00 0.4160 oh tukangbatu @ 55,000.00 22,880.00 0.0410 oh kepalatukang @ 60,000.00 2,460.00 0.0810 oh mandor @ 60,000.00 4,860.00 JUMLAH - 67,685.00 67,685.00 Hal : 398

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B. 6.6.14 1 M3 PEMASANGAN LAPISAN IJUK 1.2000 m3 ijuk @ 0.1500 oh pekerja @ 45,000.00 6,750.00 - oh tukanggali @ 55,000.00 -- oh kepalatukang @ 60,000.00 -0.0150 oh mandor @ 60,000.00 900.00 JUMLAH - 7,650.00 7,650.00 B. 6.6.15 1 M3 URUGAN SIRTU 1.2000 M3 Sirtu @ 209,567.03 251,480.43 0.2500 oh pekerja @ 45,000.00 11,250.00 - oh tukanggali @ 55,000.00 -- oh kepalatukang @ 60,000.00 -0.0250 oh mandor @ 60,000.00 1,500.00 JUMLAH 251,480.43 12,750.00 264,230.43 B. 6.6.16 1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM

0.2750 m3 batubelah @ 214,567.03 59,005.9329 0.0300 m3 kerikil @ 314,567.03 9,437.0109 0.0500 m3 pasir @ 249,567.03 12,478.3514 1.0000 oh pekerja @ 45,000.00 45,000.00 - oh tukanggali @ 55,000.00 -- oh kepalatukang @ 60,000.00 -0.1000 oh mandor @ 60,000.00 6,000.00 JUMLAH 80,921.30 51,000.00 131,921.30 C. PEKERJAAN PONDASI

C.6.6.1 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.7318 392.0000 kg semenporland @ 860.00 337,120.0000 0.3140 m3 pasirpasang @ 249,567.03 78,364.0471 1.5000 oh pekerja @ 45,000.00 67500.00 0.6000 oh tukangbatu @ 55,000.00 33000.00 0.0600 oh kepalatukang @ 60,000.00 3600.00 0.0750 oh mandor @ 60,000.00 4500.00 JUMLAH 651,507.78 108,600.00 760,107.78 C.6.6.2 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.7318 267.0000 kg semenporland @ 860.00 229,620.0000 0.4270 m3 pasirpasang @ 249,567.03 106,565.1213 1.5000 oh pekerja @ 45,000.00 67500.00 0.6000 oh tukangbatu @ 55,000.00 33000.00 0.0600 oh kepalatukang @ 60,000.00 3600.00 0.0750 oh mandor @ 60,000.00 4500.00 JUMLAH 572,208.85 108,600.00 680,808.85 Hal : 399

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C.6.6.3 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps 1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 392.0000 kg semenporland @ 860.00 337,120.00 0.3140 m3 pasirpasang @ 249,567.03 78,364.05 1.5000 oh pekerja @ 45,000.00 67500.00 0.6000 oh tukangbatu @ 55,000.00 33000.00 0.0600 oh kepalatukang @ 60,000.00 3600.00 0.0750 oh mandor @ 60,000.00 4500.00 JUMLAH 651,507.78 108,600.00 760,107.78 C.6.6.4 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 202.0000 kg semenporland @ 860.00 173,720.00 0.4850 m3 pasirpasang @ 249,567.03 121,040.01 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 530,783.74 108,600.00 639,383.74 C.6.6.5 1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 163.0000 kg semenporland @ 860.00 140,180.00 0.5200 m3 pasirpasang @ 249,567.03 129,774.86 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 505,978.59 108,600.00 614,578.59 C.6.6.6 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 136.0000 kg semenporland @ 860.00 116,960.00 0.5440 m3 pasirpasang @ 249,567.03 135,764.46 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 488,748.20 108,600.00 597,348.20 C.6.6.7 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 117.0000 kg semenporland @ 860.00 100,620.00 0.5610 m3 pasirpasang @ 249,567.03 140,007.10 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 476,650.83 108,600.00 585,250.83 Hal : 400

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C.6.6.8 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps 1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 91.0000 kg semenporland @ 860.00 78,260.00 0.5610 m3 pasirpasang @ 249,567.03 140,007.10 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 454,290.83 108,600.00 562,890.83 C.6.6.9 1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 0.2290 kg kapurpasang @ 5,000.00 1,145.00 0.2290 m3 semenmerah @ 1,600.00 366.40 0.5440 oh pasirpasang @ 249,567.03 135,764.46 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 373,299.60 108,600.00 481,899.60 C.6.6.10 1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 0.1700 kg kapurpasang @ 5,000.00 850.00 0.1700 m3 semenmerah @ 1,600.00 272.00 0.3400 oh pasirpasang @ 249,567.03 84,852.79 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 321,998.52 108,600.00 430,598.52 C.6.6.11 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 156.0000 kg semenportland @ 860.00 134,160.00 0.0320 m3 kapurpasang @ 5,000.00 160.00 0.5480 oh pasirpasang @ 249,567.03 136,762.73 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 507,106.46 108,600.00 615,706.46 Hal : 401

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C.6.6.12 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps 1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 61.0000 kg semenportland @ 860.00 52,460.00 0.1470 m3 kapurpasang @ 5,000.00 735.00 0.4920 oh pasirpasang @ 249,567.03 122,786.98 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 412,005.71 108,600.00 520,605.71 C.6.6.13 1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps

1.1000 m3 batu belah 15/20 cm @ 214,567.03 236,023.73 41.0000 kg semenportland @ 860.00 35,260.00 0.1310 m3 kapurpasang @ 5,000.00 655.00 0.5230 oh pasirpasang @ 249,567.03 130,523.56 1.5000 oh pekerja @ 45,000.00 67,500.00 0.6000 oh tukangbatu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0750 oh mandor @ 60,000.00 4,500.00 JUMLAH 402,462.29 108,600.00 511,062.29 C. 6.6.14 1 M3 PASANGAN BATU KOSONG (AANSTAMPING)

1.2000 m3 batu gunung @ 214,567.03 257,480.43 0.3000 m3 pasirurug @ 199,567.03 59,870.11 0.7800 oh pekerja @ 45,000.00 35,100.00 0.3900 oh tukangbatu @ 55,000.00 21,450.00 0.0390 oh kepalatukang @ 60,000.00 2,340.00 0.0390 oh mandor @ 60,000.00 2,340.00 JUMLAH 317,350.54 61,230.00 378,580.54 C. 6.6.15 1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI

75.0000 kg besibeton @ 11,000.00 825,000.00 202.0000 kg semenportland @ 860.00 173,720.00 0.3200 m3 pasirbeton @ 324,567.03 103,861.45 0.4900 m3 koralbeton @ 314,567.03 154,137.84 0.8000 kg kawatbeton @ 10,000.00 8,000.00 3.0000 oh pekerja @ 45,000.00 135,000.00 0.8500 oh tukangbatu @ 55,000.00 46,750.00 0.0850 oh kepalatukang @ 60,000.00 5,100.00 0.1500 oh mandor @ 60,000.00 9,000.00 JUMLAH 1,264,719.29 195,850.00 1,460,569.29 Hal : 402

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C. 6.6.16 1 M3 PASANG PONDASI SUMURAN DIA 100 CM 0.4500 kg batu belah 15/20 @ 214,567.03 96,555.16 280.0000 kg semenportland @ 860.00 240,800.00 0.4500 m3 pasirbeton @ 324,567.03 146,055.16 0.6700 m3 koralbeton @ 314,567.03 210,759.91 2.3800 oh pekerja @ 45,000.00 107,100.00 0.3000 oh tukangbatu @ 55,000.00 16,500.00 0.0300 oh kepalatukang @ 60,000.00 1,800.00 0.0800 oh mandor @ 60,000.00 4,800.00 JUMLAH 694,170.24 130,200.00 824,370.24 C. 6.6.17 PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG

0.0190 m3 pasir urug darat @ 199,567.03 3,791.77

0.0940 m3 pasirbeton @ 324,567.03 30,509.30 0.1500 m3 koralbeton @ 314,567.03 47,185.05 60.5000 kg semenportland @ 860.00 52,030.00 45.0000 kg besibeton @ 11,000.00 495,000.00 0.9000 kg kawatbeton @ 10,000.00 9,000.00 0.0320 m3 kayukaso5/7 @ 1,037,571.94 33,202.30 0.1200 kg paku @ 11,825.00 1,419.00 0.0900 lt minyakbekisting @ 5,000.00 450.00 0.2400 kg plamurtembok @ 28,000.00 6,720.00 1.0000 oh pekerja @ 45,000.00 45,000.00 0.6700 oh tukangbatu @ 55,000.00 36,850.00 0.0670 oh kepalatukang @ 60,000.00 4,020.00 0.0500 oh mandor @ 60,000.00 3,000.00 JUMLAH 679,307.43 88,870.00 768,177.43 C. 6.6.18 PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG

0.0160 m3 pasir urug darat @ 199,567.03 3,193.07

0.0800 m3 pasirbeton @ 324,567.03 25,965.36 0.1250 m3 koralbeton @ 314,567.03 39,320.88 49.0000 kg semenportland @ 860.00 42,140.00 34.5000 kg besibeton @ 11,000.00 379,500.00 0.7000 kg kawatbeton @ 10,000.00 7,000.00 0.0270 m3 kayukaso5/7 @ 1,037,571.94 28,014.44 0.1200 kg paku @ 11,825.00 1,419.00 0.0900 lt minyakbekisting @ 5,000.00 450.00 0.2000 kg plamurtembok @ 28,000.00 5,600.00 0.8000 oh pekerja @ 45,000.00 36,000.00 0.5000 oh tukangbatu @ 55,000.00 27,500.00 0.0500 oh kepalatukang @ 60,000.00 3,000.00 0.0400 oh mandor @ 60,000.00 2,400.00 JUMLAH 532,602.76 68,900.00 601,502.76 Hal : 403

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D. PEKERJAAN DINDING

D.6.6.1 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps

120.0000 bh batamerah @ 550.00 66,000.00 64.0300 kg semenportland @ 860.00 55,065.80 0.0590 m3 pasirpasang @ 249,567.03 14,724.45 0.6500 oh pekerja @ 45,000.00 29,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0300 oh mandor @ 60,000.00 1,800.00 JUMLAH 135,790.25 43,250.00 179,040.25 D.6.6.2 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 2 Ps

120.0000 bh batamerah @ 550.00 66,000.00 22.2000 kg semenportland @ 860.00 19,092.00 0.1020 m3 pasirpasang @ 249,567.03 25,455.84 0.6500 oh pekerja @ 45,000.00 29,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0300 oh mandor @ 60,000.00 1,800.00 JUMLAH 110,547.84 43,250.00 153,797.84 Hal : 404

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D.6.6.6 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 6 Ps 120.0000 bh batamerah @ 550.00 66,000.00 22.2000 kg semenportland @ 860.00 19,092.00 0.1020 m3 pasirpasang @ 249,567.03 25,455.84 0.6500 oh pekerja @ 45,000.00 29,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0300 oh mandor @ 60,000.00 1,800.00 JUMLAH 110,547.84 43,250.00 153,797.84 D.6.6.7 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; @

120.0000 bh batamerah @ 550.00 66,000.00 10.0800 kg semenportland @ 860.00 8,668.80 0.0925 m3 pasirpasang @ 249,567.03 23,084.95 0.0275 m3 kapurpasang @ 5,000.00 137.50 0.6500 oh pekerja @ 45,000.00 29,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0300 oh mandor @ 60,000.00 1,800.00 JUMLAH 97,891.25 43,250.00 141,141.25 D.6.6.8 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps

60.0000 bh batamerah @ 550.00 33,000.00 27.8000 kg semenportland @ 860.00 23,908.00 0.0280 m3 pasirpasang @ 249,567.03 6,987.88 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 63,895.88 21,400.00 85,295.88 D. 6.6.9 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 550.00 33,000.00 18.9500 kg semenporland @ 860.00 16,297.00 0.0380 m3 pasirpasang @ 249,567.03 9,483.55 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 58,780.55 21,400.00 80,180.55 D. 6.6.10 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 550.00 33,000.00 14.3700 kg semenporland @ 860.00 12,358.20 0.0400 m3 pasirpasang @ 249,567.03 9,982.68 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 55,340.88 21,400.00 76,740.88 Hal : 405

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D. 6.6.11 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps 60.0000 bh bata merah 8 x 8 x 15 cm @ 550.00 33,000.00 11.5000 kg semenporland @ 860.00 9,890.00 0.0430 m3 pasirpasang @ 249,567.03 10,731.38 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 53,621.38 21,400.00 75,021.38 D. 6.6.12 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 5 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 550.00 33,000.00 6.5000 kg semenporland @ 860.00 5,590.00 0.0500 m3 pasirpasang @ 249,567.03 12,478.35 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 51,068.35 21,400.00 72,468.35 Hal : 406

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D. 6.6.15 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps 60.0000 bh bata merah 8 x 8 x 15 cm @ 550.00 33,000.00 4.5000 kg semenporland @ 860.00 3,870.00 0.0500 m3 pasirpasang @ 249,567.03 12,478.35 0.0150 m3 kapurpadam @ 5,000.00 75.00 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 49,348.35 21,475.00 70,823.35 D. 6.6.16 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps

60.0000 bh batamerah @ 550.00 33,000.00

0.0180 kg semen merah/bata merah tumbu @ 1,600.00 28.80

0.0180 m3 pasirpasang @ 249,567.03 4,492.21 0.0180 m3 kapurpadam @ 5,000.00 90.00 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 37,611.01 21,400.00 59,011.01 D. 6.6.17 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps

60.0000 bh batamerah @ 550.00 33,000.00

0.0140 kg semen merah/bata merah tumbu @ 1,600.00 22.40

0.0280 m3 pasirpasang @ 249,567.03 6,987.88 0.0140 m3 kapurpadam @ 5,000.00 70.00 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0100 oh kepalatukang @ 60,000.00 600.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 40,080.28 21,400.00 61,480.28 D. 6.6.18 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20)

12.5000 bh Hollowblock @ 6,000.00 75,000.00

13.5000 kg semenportland @ 860.00 11,610.00

0.0480 m3 pasirpasang @ 249,567.03 11,979.22

1.9500 m3 besibetonpolos @ 11,000.00 21,450.00

0.3500 oh pekerja @ 45,000.00 15,750.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0170 oh mandor @ 60,000.00 1,020.00 JUMLAH 120,039.22 25,920.00 145,959.22 Hal : 407

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D. 6.6.19 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.15)

12.5000 bh Hollowblock @ 5,000.00 62,500.00

0.0380 m3 pasirpasang @ 249,567.03 9,483.55

0.3200 oh pekerja @ 45,000.00 14,400.00

0.1200 oh tukangbatu @ 55,000.00 6,600.00

0.0120 oh kepalatukang @ 60,000.00 720.00

0.0150 oh mandor @ 60,000.00 900.00

JUMLAH 102,420.55 22,620.00 125,040.55 D. 6.6.20 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.10)

12.5000 bh Hollowblock @ 3,000.00 37,500.00

0.0270 m3 pasirpasang @ 249,567.03 6,738.31

0.3200 oh pekerja @ 45,000.00 14,400.00

0.1000 oh tukangbatu @ 55,000.00 5,500.00

0.0100 oh kepalatukang @ 60,000.00 600.00

0.0150 oh mandor @ 60,000.00 900.00

JUMLAH 72,138.31 21,400.00 93,538.31 D. 6.6.21 1 M2 PASANGAN DINDING CON BLOCK (HB.20)

12.5000 bh concreteblock @ 6,000.00 75,000.00

0.0040 m3 pasirbeton @ 324,567.03 1,298.27

0.0420 m3 pasirpasang @ 249,567.03 10,481.82

3.8700 kg besibetonpolos @ 11,000.00 42,570.00 0.0060 kg pakubiasa2"-5" @ 11,825.00 70.95 0.0010 kg kayuterentang @ 55,000.00 55.00 0.0300 kg kawatbeton @ 10,000.00 300.00 0.0050 kg koralbeton @ 314,567.03 1,572.84 0.3700 oh pekerja @ 45,000.00 16,650.00 0.1570 oh tukangbatu @ 55,000.00 8,635.00 0.0070 oh tukangbesi @ 55,000.00 385.00 0.0164 oh kepalatukang @ 60,000.00 984.00 0.0185 oh mandor @ 60,000.00 1,110.00 JUMLAH 143,431.87 27,764.00 171,195.87 Hal : 408

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D. 6.6.22 1 M2 PASANGAN DINDING CON BLOCK (HB.15)

0.0300 m3 pasirbeton @ 324,567.03 9,737.01

0.0320 m3 pasirpasang @ 249,567.03 7,986.14

0.8700 kg besibetonpolos @ 11,000.00 9,570.00 0.0040 kg pakubiasa2"-5" @ 11,825.00 47.30 0.0010 kg kayuterentang @ 55,000.00 55.00 0.0200 kg kawatbeton @ 10,000.00 200.00 0.0040 kg koralbeton @ 314,567.03 1,258.27 0.3400 oh pekerja @ 45,000.00 15,300.00 0.1300 oh tukangbatu @ 55,000.00 7,150.00 0.0070 oh tukangbesi @ 55,000.00 385.00 0.0137 oh kepalatukang @ 60,000.00 822.00 0.0170 oh mandor @ 60,000.00 1,020.00 JUMLAH 100,349.32 24,677.00 125,026.32 D. 6.6.23 1 M2 PASANGAN DINDING CON BLOCK (HB.10)

0.0020 m3 pasirbeton @ 324,567.03 649.13

0.0210 m3 pasirpasang @ 249,567.03 5,240.91

2.5400 kg besibetonpolos @ 11,000.00 27,940.00 0.0030 kg pakubiasa2"-5" @ 11,825.00 35.48 0.0010 kg kayuterentang @ 55,000.00 55.00 0.0150 kg kawatbeton @ 10,000.00 150.00 0.0030 kg koralbeton @ 314,567.03 943.70 0.3400 oh pekerja @ 45,000.00 15,300.00 0.1070 oh tukangbatu @ 55,000.00 5,885.00 0.0070 oh tukangbesi @ 55,000.00 385.00 0.0114 oh kepalatukang @ 60,000.00 684.00 0.0170 oh mandor @ 60,000.00 1,020.00 JUMLAH 78,706.22 23,274.00 101,980.22 D. 6.6.24 1 M2 PASANGAN DINDING LATAI

2.5000 bh bondbeam40x20x20cm @ -

-5.1000 kg semenportland @ 860.00 4,386.00

0.0800 m3 pasirbeton @ 324,567.03 25,965.36

1.5000 kg besibetonpolos @ 11,000.00 16,500.00

0.1500 m3 koralbeton @ 314,567.03 47,185.05 0.1000 oh pekerja @ 45,000.00 4,500.00 0.0300 oh tukangbatu @ 55,000.00 1,650.00 0.0300 oh tukangbesi @ 55,000.00 1,650.00 0.0060 oh kepalatukang @ 60,000.00 360.00 0.005 oh mandor @ 60,000.00 300.00 JUMLAH 94,036.42 8,460.00 102,496.42 Hal : 409

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D. 6.6.25 1 M2 PASANGAN DINDING ROSTER 20 X 20 0.04 26.0000 bh roster/terawang @ 3,000.00 78,000.00 25 12.8000 kg semenporland @ 860.00 11,008.00 0.0350 m3 pasirpasang @ 249,567.03 8,734.85 0.3000 oh pekerja @ 45,000.00 13,500.00 0.1000 oh tukangbatu @ 55,000.00 5,500.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 97,742.85 20,800.00 118,542.85 D. 6.6.26 1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm

0.04 80.0000 bh bataberongga @ 550.00 44,000.00 25 23.6500 kg semenporland @ 860.00 20,339.00 0.5700 m3 pasirpasang @ 249,567.03 142,253.21 0.3200 oh pekerja @ 45,000.00 14,400.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 206,592.21 24,450.00 231,042.21 D. 6.6.27 1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU

0.04 1.5000 m2 bilikbambu @ 2,500.00 3,750.00 25 0.0140 m3 kayu @ 1,037,571.94 14,526.01 0.0120 kg paku @ 11,825.00 141.90 0.0030 m3 listkayu2/4 @ 1,037,571.94 3,112.72 0.1000 oh pekerja @ 45,000.00 4,500.00 0.0500 oh tukangbatu @ 55,000.00 2,750.00 0.0050 oh kepalatukang @ 60,000.00 300.00 0.0020 oh mandor @ 60,000.00 120.00 21,530.62 7,670.00 29,200.62 D. 6.6.28 1 M2 PASANG DINDING PEMISAH PLYW OOD RANGKAP

RANGKA KAYU MERANTI

0.0195 m3 balok kayu meranti @ 1,037,571.94 20,232.65 0.0070 m3 papan kayu meranti @ 1,187,571.94 8,313.00 0.1000 kg pakubiasa2'-5' @ 11,825.00 1,182.50 1.0000 lbr plywood4mm @ 61,500.00 61,500.00 0.2000 oh pekerja @ 45,000.00 9,000.00 0.6000 oh tukangkayu @ 55,000.00 33,000.00 0.0600 oh kepalatukang @ 60,000.00 3,600.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 91,228.16 46,200.00 137,428.16 Hal : 410

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E. PEKERJAAN PLESTERAN E. 6.6.1 1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM 12.9200 kg semenportland @ 860.00 11,111.20 0.0130 m3 pasirpasang @ 249,567.03 3,244.37 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 14,355.57 18,750.00 33,105.57 E. 6.6.2 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 15 MM 8.5200 kg semenportland @ 860.00 7,327.20 0.0170 m3 pasirpasang @ 249,567.03 4,242.64 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 11,569.84 18,750.00 30,319.84 E. 6.6.3 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM 6.4800 kg semenportland @ 860.00 5,572.80 0.0190 m3 pasirpasang @ 249,567.03 4,741.77 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 10,314.57 18,750.00 29,064.57 E. 6.6.4 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM 5.2000 kg semenportland @ 860.00 4,472.00 0.0200 m3 pasirpasang @ 249,567.03 4,991.34 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 9,463.34 18,750.00 28,213.34 E. 6.6.5 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 15 MM 4.3200 kg semenportland @ 860.00 3,715.20

0.0220 m3 pasir pasang putih @ 249,567.03 5,490.47

0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 9,205.67 18,750.00 27,955.67 Hal : 411

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E. 6.6.6 1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 15 MM

0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 8,904.84 18,750.00 27,654.84 E. 6.6.7 1 M2 PLESTERAN 1 pc ; 8 ps, TEBAL 15 MM 2.8800 kg semenportland @ 860.00 2,476.80 0.0240 m3 pasirpasang @ 249,567.03 5,989.61 0.2000 oh pekerja @ 45,000.00 9,000.0000 0.1500 oh tukangbatu @ 55,000.00 8,250.0000 0.0150 oh kepalatukang @ 60,000.00 900.0000 0.0100 oh mandor @ 60,000.00 600.0000 JUMLAH 8,466.41 18,750.00 27,216.41 E. 6.6.8 1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM 5.7600 kg semenportland @ 860.00 4,953.60 0.0030 m3 Kapurpadam @ 5,000.00 15.00 0.0130 m3 pasirpasang @ 249,567.03 3,244.37 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 8,212.97 18,750.00 26,962.97 E. 6.6.9 1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM 1.8400 kg semenportland @ 860.00 1,582.40 0.0060 m3 Kapurpadam @ 5,000.00 30.00 0.0140 m3 pasirpasang @ 249,567.03 3,493.94 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 5,106.34 18,750.00 23,856.34 E. 6.6.10 1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM 3.0000 kg semenportland @ 860.00 2,580.00 0.0050 m3 Kapurpadam @ 5,000.00 25.00 0.0190 m3 pasirpasang @ 249,567.03 4,741.77 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 7,346.77 18,750.00 26,096.77 Hal : 412

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E. 6.6.11 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM 0.0090 kg semenmerah @ 860.00 7.74 0.0090 m3 Kapurpadam @ 5,000.00 45.00 0.0090 m3 pasirpasang @ 249,567.03 2,246.10 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 2,298.84 18,750.00 21,048.84 E. 6.6.12 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM 0.0070 kg semenmerah @ 860.00 6.02 0.0070 m3 Kapurpadam @ 5,000.00 35.00 0.0150 m3 pasirpasang @ 249,567.03 3,743.51 0.2000 oh pekerja @ 45,000.00 9,000.00 0.1500 oh tukangbatu @ 55,000.00 8,250.00 0.0150 oh kepalatukang @ 60,000.00 900.00 0.0100 oh mandor @ 60,000.00 600.00 JUMLAH 3,784.53 18,750.00 22,534.53 E. 6.6.13 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 20 MM 14.2800 kg semenportland @ 860.00 12,280.80 0.0230 m3 pasirpasang @ 249,567.03 5,740.04 0.2500 oh pekerja @ 45,000.00 11,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0125 oh mandor @ 60,000.00 750.00 JUMLAH 18,020.84 24,200.00 42,220.84 E. 6.6.14 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 20 MM 10.8000 kg semenportland @ 860.00 9,288.00 0.0260 m3 pasirpasang @ 249,567.03 6,488.74 0.2500 oh pekerja @ 45,000.00 11,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0125 oh mandor @ 60,000.00 750.00 JUMLAH 15,776.74 24,200.00 39,976.74 E. 6.6.15 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM 8.6800 kg semenportland @ 860.00 7,464.80 0.0280 m3 pasirpasang @ 249,567.03 6,987.88 0.2500 oh pekerja @ 45,000.00 11,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0125 oh mandor @ 60,000.00 750.00 JUMLAH 14,452.68 24,200.00 38,652.68 Hal : 413

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E. 6.6.16 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 20 MM 7.2900 kg semenportland @ 860.00 6,269.40 0.0280 m3 pasirpasang @ 249,567.03 6,987.88 0.2500 oh pekerja @ 45,000.00 11,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0125 oh mandor @ 60,000.00 750.00 JUMLAH 13,257.28 24,200.00 37,457.28 E. 6.6.17 1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 20 MM 6.2400 kg semenportland @ 860.00 5,366.40

0.2500 oh pekerja @ 45,000.00 11,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0125 oh mandor @ 60,000.00 750.00 JUMLAH 12,853.41 24,200.00 37,053.41 E. 6.6.18 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM 0.0090 kg semenmerah @ 860.00 7.74 0.0090 m3 Kapurpadam @ 5,000.00 45.00 0.0180 m3 pasirpasang @ 249,567.03 4,492.21 0.2500 oh pekerja @ 45,000.00 11,250.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0125 oh mandor @ 60,000.00 750.00 JUMLAH 4,544.95 24,200.00 28,744.95 E. 6.6.19 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM 15.5000 kg semenportland @ 860.00 13,330.00 0.0130 m3 pasirpasang @ 249,567.03 3,244.37 0.3000 oh pekerja @ 45,000.00 13,500.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0130 oh mandor @ 60,000.00 780.00 JUMLAH 16,574.37 26,480.00 43,054.37 E. 6.6.20 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM 11.7500 kg semenportland @ 860.00 10,105.00 0.0350 m3 pasirpasang @ 249,567.03 8,734.85 0.3000 oh pekerja @ 45,000.00 13,500.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0130 oh mandor @ 60,000.00 780.00 JUMLAH 18,839.85 26,480.00 45,319.85 Hal : 414

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E. 6.6.21 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 25 MM 9.4800 kg semenportland @ 860.00 8,152.80 0.0380 m3 pasirpasang @ 249,567.03 9,483.55 0.3000 oh pekerja @ 45,000.00 13,500.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0130 oh mandor @ 60,000.00 780.00 JUMLAH 17,636.35 26,480.00 44,116.35 E. 6.6.22 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 25 MM 7.9400 kg semenportland @ 860.00 6,828.40 0.0390 m3 pasirpasang @ 249,567.03 9,733.11 0.3000 oh pekerja @ 45,000.00 13,500.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0130 oh mandor @ 60,000.00 780.00 JUMLAH 16,561.51 26,480.00 43,041.51 E. 6.6.23 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM 18.6500 kg semenportland @ 860.00 16,039.00 0.0350 m3 pasirpasang @ 249,567.03 8,734.85 0.3200 oh pekerja @ 45,000.00 14,400.00 0.2500 oh tukangbatu @ 55,000.00 13,750.00 0.0250 oh kepalatukang @ 60,000.00 1,500.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 24,773.85 30,550.00 55,323.85 E. 6.6.24 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 30 MM 14.1500 kg semenportland @ 860.00 12,169.00 0.0390 m3 pasirpasang @ 249,567.03 9,733.11 0.3200 oh pekerja @ 45,000.00 14,400.00 0.2500 oh tukangbatu @ 55,000.00 13,750.00 0.0250 oh kepalatukang @ 60,000.00 1,500.00 0.0150 oh mandor @ 60,000.00 900.00 21,902.11 30,550.00 52,452.11 E. 6.6.25 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 30 MM 11.3800 kg semenportland @ 860.00 9,786.80 0.0420 m3 pasirpasang @ 249,567.03 10,481.82 0.3200 oh pekerja @ 45,000.00 14,400.00 0.2500 oh tukangbatu @ 55,000.00 13,750.00 0.0250 oh kepalatukang @ 60,000.00 1,500.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 20,268.62 30,550.00 50,818.62 Hal : 415

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E. 6.6.26 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 30 MM 8.1900 kg semenportland @ 860.00 7,043.40 0.0450 m3 pasirpasang @ 249,567.03 11,230.52 0.3200 oh pekerja @ 45,000.00 14,400.00 0.2500 oh tukangbatu @ 55,000.00 13,750.00 0.0250 oh kepalatukang @ 60,000.00 1,500.00 0.0150 oh mandor @ 60,000.00 900.00 JUMLAH 18,273.92 30,550.00 48,823.92 E. 6.6.27 1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM 7.0700 kg semenportland @ 860.00 6,080.20 0.0210 m3 pasirpasang @ 249,567.03 5,240.91 0.1500 oh pekerja @ 45,000.00 6,750.00 0.0700 oh tukangbatu @ 55,000.00 3,850.00 0.0070 oh kepalatukang @ 60,000.00 420.00 0.0080 oh mandor @ 60,000.00 480.00 JUMLAH 11,321.11 11,500.00 22,821.11 E. 6.6.28 1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM 5.6700 kg semenportland @ 860.00 4,876.20 0.0230 m3 pasirpasang @ 249,567.03 5,740.04 0.1500 oh pekerja @ 45,000.00 6,750.00 0.0700 oh tukangbatu @ 55,000.00 3,850.00 0.0070 oh kepalatukang @ 60,000.00 420.00 0.0080 oh mandor @ 60,000.00 480.00 JUMLAH 10,616.24 11,500.00 22,116.24 E. 6.6.29 1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM

9.3000 kg semenportland @ 860.00 7,998.00 0.0180 m3 pasirpasang @ 249,567.03 4,492.21 0.0260 oh pekerja @ 45,000.00 1,170.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0130 oh mandor @ 60,000.00 780.00 JUMLAH 12,490.21 14,150.00 26,640.21 E. 6.6.30 1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM

7.0700 kg semenportland @ 860.00 6,080.20 0.0210 m3 pasirpasang @ 249,567.03 5,240.91 0.0260 oh pekerja @ 45,000.00 1,170.00 0.2000 oh tukangbatu @ 55,000.00 11,000.00 0.0200 oh kepalatukang @ 60,000.00 1,200.00 0.0130 oh mandor @ 60,000.00 780.00 JUMLAH 11,321.11 14,150.00 25,471.11 Hal : 416