RENCANA ANGGARAN BIAYA

KEGIATAN : PEMBANGUNAN / REHABILITASI FASILITAS GEDUNG PEMERINTAH DAN PEMERINTAH DAERAHPEKERJAAN : BIAYA PERENCANAAN NILAI PEKERJAAN 1M - 2M (PAKET B16) LOKASI : KECAMATAN RUNGKUT SURABAYA

No. Uraian Pekerjaan

A BANGUNAN LANTAI 1 I PEKERJAAN PERSIAPAN

1 Pas.Bouwplank2 Pembersihan Lokasi Akhir Proyek3 Pasangan atap sementara di lantai 2 ( pas.bata & seng gelombang )

II PEKERJAAN STRUKTUR1 Balok B5 Ramp ( 20/30 ) dari elev + 0.00 ke elev.+4.502 Plat ramp, t = 12 cm K - 2503 Tangga beton dari elev.+0.00 ke elev + 4.50 K - 250

III PEKERJAAN PLESTERAN & BENANGAN1 Benangan 2 Waterproofing, Ex No Drop

IV PEKERJAAN PINTU &JENDELA1 Pintu type Pj12 Pintu type Pj23 Pintu type Pj34 Pintu type P15 Pintu type P26 Pintu type P37 Pintu type P48 Pintu type P59 Pintu type P6

10 Jendela Type J111 Bouvenlight type BV112 Bouvenlight type BV4

V PEKERJAAN PELAPIS DINDING dan LANTAI1 Keramik Lantai 60 x 60 ex. Granito putih2 Keramik Lantai 60 x 60 ex. Granito coklat kasar3 Keramik Lantai uk 40 x 40 teksture krem, Ex Roman4 Keramik Lantai uk 40 x 40 teksture Coklat, Ex Roman5 Keramik Lantai 30 x 30 ( KM/WC ), Ex Roman6 Keramik Dinding 30 x 60 ( KM/WC ) putih, Ex Roman7 Keramik Dinding 30 x 60 ( KM/WC ) coklat, Ex Roman8 Pasang Plint Kayu9 Step nosing uk. 10 x 60, Ex Roman

10 Pasang Batu Andesit, ex Lokal

VI PEKERJAAN PENGECATAN1 Cat Dinding dalam 2 Cat Dinding Luar 3 Cat Plafond4 Cat Kayu

VII PEKERJAAN PLAFON1 Plafon Kalsiboard Rangka Hollow2 List plafon Kayu

VIII PEKERJAAN SANITAIR1 Closed Jongkok2 Closed Duduk3 Kran Air 3/44 Jet shower5 Avoer Lantai Plastik6 Wastafel Komplit7 Urinoir + sekat8 Bio Filter 4 m39 Sumur Resapan

10 Pompa Air11 Bak kontrol12 Tandon atas Cap. 3 m3, ex Profil tank13 Instalasi Air Bersih Pipa PVC Type AW 11/2" 14 Instalasi Air Bersih Pipa PVC Type AW 1" 15 Instalasi Air Bersih Pipa PVC Type AW 3/4" 16 Instalasi Air Bekas Pipa PVC Type AW 3"17 Instalasi talang Pipa PVC Type AW 3"18 Instalasi Air Kotor Pipa PVC Type AW 4"

IX PEKERJAAN INSTALASI LISTRIK 1 MDP ( Main Distribusi Panel ) + Box panel2 SDP Lantai 1 + Box panel3 Pas. Instalasi titik lampu 4 Lampu TL 2 x 36 W outbow5 Lampu PL 8 W + armature6 Lampu PL 18 W + armature7 Lampu PL 23 W + armature8 Saklar tunggal, ex Clipsal9 Saklar Ganda, ex Clipsal

10 Stop kontak ( Instalasi + Stopkontak )11 Stop kontak AC ( Instalasi + stopkontak )

X PEKERJAAN RAILLING1 Railling Tangga ( Pipa Galvanis )2 Railling ramp ( Pipa Galvanis )

B BANGUNAN LANTAI 2I PEKERJAAN STRUKTUR

1 Kolom K1 ( 60/60 ) Lantai 2 - K2502 Kolom K2 ( 40/40 ) Lantai 2 - K2503 Kolom K3 ( 30/30 ) Lantai 2 - K2504 Kolom Praktis 15/15 - K1755 Balok B1 ( 60/90 ) - K-2506 Balok B2 ( 40/60 ) - K-2507 Balok B3 ( 30/55 ) - K-2508 Balok B4 ( 30/45 ) - K-2509 Balok B5 ( 20/30 ) - K-250

10 Balok Latei ( 15/15 ) - K-17511 LIstplank Beton, t = 8 cm12 Plat janggutan Pada Kusen J1, t = 10 cm K - 17513 Plat Lantai t = 12 cm - K-250

II PEKERJAAN PASANGAN DINDING1 Pasangan Dinding Biasa2 Pasangan Dinding Trasraam

III PEKERJAAN PLESTERAN & BENANGAN1 Plesteran Dinding Biasa2 Plesteran Dinding Trasraam3 Plesteran Beton4 Benangan 5 Waterproofing, Ex No Drop

IV PEKERJAAN ATAP 1 Kuda2 WF 250.125.5.82 Gording Double C125x50x20x2,33 Pas. plat plenders ,plat Simpul, 4 Penggantung Goding besi dia 12 mm5 Ikatan angin besi dia. 12 m6 Jarum keras7 Siku tumpuan Gording & usuk 40.40.48 Angker dia 16 --- panjang 80 cm9 Baut M 16

10 Pasang reng usuk galvalume + Aluminium Foil11 Atap genteng karang Pilang12 Bubungan genteng karang pilang13 Pasang Kalsiplank 2/2014 Cat Zincromate, Ex Jotun13 Pipa Talang galvanise dia 2" + finish cat + Klem14 Roof drain dia 2", ex lokal

PEKERJAAN TAMBAHAN Acian L. 1

PEMBANGUNAN / REHABILITASI FASILITAS GEDUNG PEMERINTAH DAN PEMERINTAH DAERAHBIAYA PERENCANAAN NILAI PEKERJAAN 1M - 2M (PAKET B16)

Volume Volume Cek Selisih Sat

137.420 137.420 - m1 1.000 1.000 - ls 1.000 1.000 - ls

6.070 3.112 2.958 m3 8.100 4.284 3.816 m3 4.370 2.775 1.595 m3

988.050 973.088 14.962 m1 46.590 40.972 5.618 m2

1.000 1.000 - bh 4.000 4.000 - bh 3.000 3.000 - bh 2.000 2.000 - bh 2.000 2.000 - bh 1.000 1.000 - bh 3.000 3.000 - bh 6.000 6.000 - bh 2.000 2.000 - bh 28.000 28.000 - bh 1.000 1.000 - bh 3.000 3.000 - bh

397.640 381.064 16.577 m2 220.410 169.920 50.490 m2 60.080 14.080 46.000 m2 29.400 25.020 4.380 m2 40.980 28.440 12.540 m2 81.580 89.928 (8.348) m2 27.190 4.320 22.870 m2 131.000 128.820 2.180 m1 3.130 2.420 0.710 m2

54.120 56.000 (1.880) m2

tahap 1 2,218.920 1,908.357 310.563 m2 521.620 372.161 149.459 m2 538.620 28.440 510.180 m2 57.360 8.145 49.215 m2

33.240 28.440 4.800 m2 81.080 54.300 26.780 m1

3.000 3.000 - bh 3.000 3.000 - bh 2.000 2.000 - bh 6.000 6.000 - bh 7.000 7.000 - bh 6.000 6.000 - bh 3.000 3.000 - bh 2.000 2.000 - unit 2.000 2.000 - unit 1.000 1.000 - unit 15.000 15.000 - unit 2.000 2.000 - unit 258.400 258.400 - m1 90.440 90.440 - m1 54.000 54.000 - m1 223.375 223.375 - m1 77.840 77.840 - m1 16.870 16.870 - m1

1.000 1.000 - unit 1.000 1.000 - unit 99.000 99.000 - ttk 37.000 37.000 - bh 14.000 14.000 - bh 9.000 9.000 - bh 53.000 53.000 - bh 10.000 10.000 - bh 15.000 15.000 - bh 26.000 26.000 - bh 5.000 5.000 - bh

9.600 11.240 (1.640) m1 44.220 22.540 21.680 m1

12.960 12.960 - m3 43.200 43.200 - m3 1.620 2.430 (0.810) m3 5.370 5.366 0.004 m3 18.160 19.008 (0.848) m3 1.040 1.296 (0.256) m3 22.870 20.675 2.195 m3 34.390 33.143 1.248 m3 6.650 9.552 (2.902) m3 3.630 4.770 (1.140) m3 2.070 1.600 0.470 m3 1.826 0.299 1.527 m3 99.480 84.411 15.069 m3

223.670 141.989 81.681 m3 22.770 24.717 (1.947) m3

2,553.720 2,349.139 204.581 m2 303.590 104.860 198.730 m2 2,229.540 m2 3,856.280 m1 1,039.350 164.780 874.570 m2

1,869.181 1,636.288 232.893 kg 581.000 488.870 92.130 kg 410.180 430.023 (19.843) kg 23.460 17.098 6.362 kg - 20.241 (20.241) kg - 4.000 (4.000) bh 12.080 9.063 3.018 kg 45.490 60.654 (15.164) kg 19.440 14.782 4.658 kg 110.880 148.500 (37.620) m2 109.270 148.500 (39.230) m2 32.600 22.520 10.080 m1 35.400 39.800 (4.400) m1 2,694.390 2,605.583 88.807 m2 - - m1 3.000 3.000 - bh

1,618.390 1,726.488 (108.098) m2

delete benar asumsi karena ada perubahan sudut

balok ramp b5 20/30 = panjang x lebar x jarak0.2 0.3 10.25

= 2.46 m3

= panjang x lebar x jarak0.2 0.3 1.65

= 0.198 m3

= panjang x lebar x jarak0.2 0.3 1.19

= 0.2856 m3= panjang x lebar x jarak

0.2 0.3 2.8= 0.168 m3

plat ramp = panjang x lebar x tebal10.25 1.5 0.12

= 3.69 m3

= panjang x lebar x tebal1.65 3 0.12

= 0.594 m3

tangga beton plat 1 = 2.5 x 1.35 x 0.2= 0.675 m3

bordes = 1.25 x 3 x 0.2= 0.75 m3

plat 2 = 5 x 1.35 x 0.2 = 1.35 m3

keramik 60x60 granito r. Sekcam 381.0635putih = p x l

= 6.74 x 2.6= 17.524 m2keramik p2= 1 x 0.15

0.15 m2musholla= 4.85 x 3.73

18.0905 m2keramik pj2= 1.62 x 0.15

0.243 m2gudang beras= 4.8 x 2.6

= 12.48 m2keramik pj2= 1.69 x 0.15

0.2535 m2r. Penjaga= 3.08 x 2.85= 8.778 m2keramik p1= 1 x 0.15 x 2

0.3 m2depan km/wc= 8.75 x 1.5= 13.125 m2

= 3 x 1.35= 4.05 m2koperasi= 5.6 x 4.73= 26.488 m2keramik pj3= 1 x 0.15 x 2

0.3 m2r. Tungguinformasir. Kasier. kasier. Sek lurahr. Fto ktp= 16.73 x 14.85= 248.4405 m2tangga= 6.01 x 3.1= 18.631 m2keramik pj3= 1 x 0.15

0.15 m2pbb corner= 4.8 x 2.25= 10.8 m2= 3.6 x 0.35= 1.26 m2

60x60 granito teras 169.9199coklat kasar = 15 x 3

= 45 m2= 6.65 x 2.95= 19.6175 m2= 7.2 x 1.4

= 10.08 m2= 10.15 x 1.2= 12.18 m2= 10.08 x 1.78= 17.9424 m2keramik pj1= 1.8 x 0.15= 0.27 m2keramik pj2= 1.6 x 0.15= 0.24 m2r. Warga= 34 x 0.6 x 0.6= 12.24 m2= 46 x 0.6 x 0.6= 16.56 m2= 6 x 0.6 x 0.6= 2.16 m2bawah ram= 11.8 x 2.85= 33.63 m2

40x40 = 6 x 0.4 x 2krem = 4.8 m2

= 5.2 x 0.4 x 2= 4.16 m2= 32 x 0.4 x 0.4= 5.12 m2

40x40 = 76 x 0.4 x 0.4coklat = 12.16 m2

= 36 x 0.4 x 0.4= 5.76 m2= 16 x 0.4 x 0.4= 2.56 m2= 8.73 x 0.26 x 2

4.5396 m2

30x30 p l jmlkm/wc = 3.2 x 3 x 1

= 9.6 m2= 2.85 x 3 x 1= 8.55 m2= 4.2 x 2.45 x 1= 10.29 m2

30x60 p l jmlkm/wc white = 33.96 x 1.8 x 1

= 61.128 m2= 16 x 1.8 x 1= 28.8 m2

30x60 p l jmlkm/wc coklat = 1.8 x 0.3 x 4

= 2.16 m2= 1.8 x 0.3 x 4= 2.16 m2

plint kayu p l jmlr. sekcam = 7.73 + 2.6 x 1

= 20.66 m1r. sek lurah = 4.88 + 2.85 x 1

= 15.46 m1r. kasie = 4.6 + 1 x 1

= 5.6 m1r. kasie = 6.6 + 2.85 x 1

= 9.45 m1r. foto admin = 16.73 + 24 x 1

= 40.73 m1r. warga = 9.73 + 8.73 x 1

= 36.92 m1

step nosing p l jml= 1.1 x 0.1 x 22= 2.42 m2

batu andesit p l jml= 2.5 x 2.4 x 6= 36 m2= 2.5 x 1.6 x 5= 20 m2

water proof p l jmlkm/wc pria 1 = 4.2 x 2.45 x 1

= 10.29 m2wanita 1 = 3 x 2.85 x 1

= 8.55 m2pria 2 = 4.82 x 2.6 x 1

= 12.532 m2wanita 2 = 3.2 x 3 x 1

= 9.6 m2

benangan k1 p l jml= 4.38 x 1 x 8= 140.16 m1

k2 = 4.38 x 1 x 50

= 876 m1b1 = 9.4 x 1 x 4

= 75.2 m1b3 = 5.4 x 1 x 9

= 97.2 m1= 4.5 x 1 x 3= 27 m1= 4.65 x 1 x 2= 18.6 m1= 4.6 x 1 x 11= 101.2 m1= 2.6 x 1 x 4= 20.8 m1

b4 = 4.6 x 1 x 34= 312.8 m1= 2.6 x 1 x 18= 93.6 m1= 1.6 x 1 x 5= 16 m1= 1.7 x 1 x 3= 10.2 m1= 2.7 x 1 x 8= 43.2 m1

b5 = 2.6 x 1 x 54= 280.8 m1= 1.1 x 1 x 5= 11 m1= 1.7 x 1 x 6= 20.4 m1

benangan sudut = 3.5 x 1 x 8= 28 m1

kuzen l t jmlpj1 = 1.8 x 3 x 1

= 10.8 m1pj2 = 2.6 x 2.5 x 4

= 52 m1pj3 = 0.91 x 3 x 3

= 16.38 m1p1 = 1 x 3 x 2

= 12 m1p2 = 1 x 3 x 6

= 36 m1p3 = 1.69 x 3 x 1

= 10.14 m1p4 = 0.8 x 3 x 3

= 14.4 m1p5 = 0.8 x 2.5 x 6

= 24 m1

p6 = 0.7 x 2.15 x 2= 6.02 m1

j1 = 0.8 x 2.5 x 28= 112 m1

bv1 = 1.35 x 0.6 x 3= 4.86 m1

bv2 = 0.9 x 0.6 x 3= 3.24 m1

plafon hollowkm/wc a p x lpria wanita = 4.2 x 2.45

= 10.29 m2= 3 x 2.85= 8.55 m2

km/wc b = 3.2 x 3= 9.6 m2

list palfon kayu p lkm/wc a = 38.1 x 1

= 38.1 m1km/wc b = 16.2 x 1

= 16.2 m1

railling tangga = 11.24 x 1= 11.24 m1

ramp = 22.54 x 1= 22.54 m1

struktur k1 p l t= 4.5 x 0.6 x 0.6= 12.96 m3

k2 = 4.5 x 0.4 x 0.4= 43.2 m3

k3 = 4.5 x 0.3 x 0.3= 2.43 m3

kolom praktis = 4.5 x 0.15 x 0.15= 5.36625 m3

b1 = 4.4 x 0.6 x 0.9= 19.008 m3

b2 = 2.7 x 0.4 x 0.6= 1.296 m3

b3 = 4.6 x 0.3 x 0.55= 8.349 m3= 4.65 x 0.3 x 0.55= 1.5345 m3= 4.5 x 0.3 x 0.55= 2.2275 m3

= 4.9 x 0.3 x 0.55= 7.2765 m3= 2.6 x 0.3 x 0.55= 1.287 m3

b4 = 4.7 x 0.3 x 0.45= 24.7455 m3= 1.7 x 0.3 x 0.45= 1.836 m3= 2.7 x 0.3 x 0.45= 6.561 m3

b5 = 2.6 x 0.2 x 0.3= 8.58 m3= 1.2 x 0.2 x 0.3= 0.36 m3= 1.7 x 0.2 x 0.3= 0.612 m3

balok latei = 5 x 0.15 x 0.15= 1.8 m3= 3 x 0.15 x 0.15= 2.6325 m3= 7.5 x 0.15 x 0.15= 0.3375 m3

plat janggutan = 1.36 x 0.1 x 0.1= 0.2992 m3

list plant = 40 x 0.08 x 0.5= 1.6 m3

plat lantai = 4.8 x 2.7 x 0.12= 48.2112 m3= 4.7 x 2.55 x 0.12= 17.2584 m3= 2.8 x 0.9 x 0.12= 0.9072 m3= 2.7 x 1.8 x 0.12= 2.916 m3= 2.8 x 1.75 x 0.12= 3.528 m3= 2.7 x 2 x 0.12= 0.648 m3= 2 x 1.7 x 0.12= 0.408 m3= 4.7 x 2 x 0.12= 1.128 m3= 2.05 x 2 x 0.12= 0.492 m3

= 2.35 x 2 x 0.12= 0.564 m3= 2.7 x 2.7 x 0.12= 2.6244 m3= 2.7 x 2.35 x 0.12= 2.2842 m3= 2.7 x 1.7 x 0.12= 0.5508 m3= 4.65 x 2.7 x 0.12= 1.5066 m3= 2.7 x 2.05 x 0.12= 0.6642 m3= 4.8 x 1.25 x 0.12= 0.72 m3

cat didnding dalamdidnding l1 dinding 2 sisi p l jml

sumbu x = 123.1312 x 4.5 x 2= 1108.181 m2

sumbu y = 105.53 x 4.5 x 2= 949.77 m2

dinding luar= 106.42 x 4.5 x 1= 478.89 m2

kusenPJ 1 = 1.80 x 3.00 x 1.00

PJ 2 = 2.60 x 2.50 x 3.00

PJ 3 = 0.91 x 3.00 x 2.00

= 0.86 x 2.40 x 2.00

p1 = 1.00 x 3.00 x 1.00

p3 = 1.69 x 3.00 x 1.00

p4 = 0.80 x 3.00 x 1.00

j1 = 0.80 x 2.50 x 26.00

BV1 = 1.35 x 0.60 x 5.00

BV2 = 2.60 x 1.16 x 3.00

BV3 = 2.50 x 1.16 x 3.00

transram

wc 1 = 38.66 x 2.75= 106.315 m2

wc2 = 15.16 x 2.75= 41.69 m2

beton

k1 = 2.5 x 0.6 x 0.6= 48 m3

k2 = 4.05 x 0.6 x 0.6= 77.76 m3

b3 = 4.6 x 0.3 x 0.43= 58.696 m3= 4.65 x 0.3 x 0.43= 10.788 m3= 4.5 x 0.3 x 0.43= 15.66 m3= 4.9 x 0.3 x 0.43= 51.156 m3= 2.6 x 0.3 x 0.43= 9.048 m3

b4 = 4.7 x 0.3 x 0.33= 175.968 m3= 1.7 x 0.3 x 0.33= 13.056 m3= 2.7 x 0.3 x 0.33= 46.656 m3

b5 = 2.6 x 0.2 x 0.18= 80.08 m3= 1.2 x 0.2 x 0.18= 3.36 m3= 1.7 x 0.2 x 0.18= 5.712 m3

plafonkm/wc a p x lpria wanita = 4.2 x 2.45

= 10.29 m2= 3 x 2.85= 8.55 m2

km/wc b = 3.2 x 3= 9.6 m2

cat kayu p lkm/wc a = 38.1 x 0.15

= 5.715 m2km/wc b = 16.2 x 0.15

= 2.43 m2pas dinding dinding biasa

sumbu x = 146.28 x 4.5 x 0.15= 98.739 m2

sumbu y = 128.47 x 4.5 x 0.15= 86.71725 m2

dinding trasramwc 1 = 38.66 x 2.75 x 0.15

= 15.94725 m2wc2 = 15.16 x 2.75 x 0.15

= 6.2535 m2wc3 = 6.1 x 2.75 x 0.15

= 2.51625 m2

kusenPJ 2 = 2.60 x 2.50 x 4.00

p2 = 1.00 x 3.00 x 7.00

p4 = 0.80 x 3.00 x 5.00

p5 = 0.80 x 2.50 x 8.00

j1 = 0.80 x 2.50 x 3.00

j2 = 2.60 x 0.98 x 8.00

j3 = 2.50 x 0.90 x 8.00

BV1 = 1.35 x 0.60 x 7.00

plesteran dinding biasasumbu x = 146.28 x 4.5 x 2

= 1316.52 m2sumbu y = 128.47 x 4.5 x 2

= 1156.23 m2dinding trasramwc 1 = 38.66 x 1.75

= 67.655 m2wc2 = 15.16 x 1.75

= 26.53 m2wc3 = 6.1 x 1.75

= 10.675 m2

water profi ng wc 1 = 38.66 x 2.75 164.78= 106.315 m2

wc2 = 15.16 x 2.75= 41.69 m2

wc3 = 6.1 x 2.75= 16.775 m2

acian didnding dalamdinding 2 sisi p l jmlsumbu x = 123.1312 x 4.5 x 2

= 1108.181 m2sumbu y = 105.53 x 4.5 x 2

= 949.77 m2dinding luar

= 106.42 x 4.5 x 1= 478.89 m2

kusenPJ 1 = 1.80 x 3.00 x 1.00

PJ 2 = 2.60 x 2.50 x 3.00

PJ 3 = 0.91 x 3.00 x 2.00

= 0.86 x 2.40 x 2.00

p1 = 1.00 x 3.00 x 1.00

p3 = 1.69 x 3.00 x 1.00

p4 = 0.80 x 3.00 x 1.00

j1 = 0.80 x 2.50 x 26.00

BV1 = 1.35 x 0.60 x 5.00

BV2 = 2.60 x 1.16 x 3.00

BV3 = 2.50 x 1.16 x 3.00

transram

wc 1 = 38.66 x 1.75= 67.655 m2

wc2 = 15.16 x 1.75= 26.53 m2

beton

k1 = 2.5 x 0.6 x 0.6= 48 m3

k2 = 4.05 x 0.6 x 0.6= 77.76 m3

b3 = 4.6 x 0.3 x 0.43= 58.696 m3= 4.65 x 0.3 x 0.43= 10.788 m3= 4.5 x 0.3 x 0.43= 15.66 m3= 4.9 x 0.3 x 0.43= 51.156 m3= 2.6 x 0.3 x 0.43= 9.048 m3

b4 = 4.7 x 0.3 x 0.33= 175.968 m3= 1.7 x 0.3 x 0.33= 13.056 m3= 2.7 x 0.3 x 0.33= 46.656 m3

b5 = 2.6 x 0.2 x 0.18= 80.08 m3= 1.2 x 0.2 x 0.18= 3.36 m3= 1.7 x 0.2 x 0.18= 5.712 m3

atap kuda-kuda p l beratwf 250.125.5.8 = 9.6 x 1 x 29.6

= 568.32 kgkaki kuda-kuda = 0.82 x 1 x 29.6

= 194.176 kgIrisan 1 (kuda-kuda) = 0.72 x 1 x 29.6

= 42.624 kg

Irisan 2 (kuda-kuda) = 0.43 x 1 x 29.6= 25.456 kg

Irisan 3 (kuda-kuda) = 0.43 x 1 x 29.6= 25.456 kg

jurai = 5.8 x 1 x 29.6= 686.72 kg

Irisan 1 (jurai) = 0.72 x 1 x 29.6= 42.624 kg

Irisan 2 (jurai) = 0.43 x 1 x 29.6= 25.456 kg

Irisan 3 (jurai) = 0.43 x 1 x 29.6= 25.456 kg

gording = 36.8 x 1 x 4.15dobel c125.50.2,3 = 152.72 kg

= 30 x 1 x 4.15= 124.5 kg= 23 x 1 x 4.15= 95.45 kg= 17 x 1 x 4.15= 70.55 kg= 11 x 1 x 4.15= 45.65 kg

p l tplat pendes = 0.313 x 0.625 x 0.012

= 147.423 kgplat simpul kuda2 = 0.68 x 0.125 x 0.012

= 96.084 kgplat simpul jurai = 0.68 x 0.125 x 0.012

= 64.056 kgplat riff kuda2 = 0.65 x 0.0625 x 0.008

= 61.23 kgplat riff jurai = 0.65 x 0.0625 x 0.008

= 61.23 kg

penggantung = 0.006165 x 144 x 18gording = 17.09826 kg

siku tumpuan / L = 0.125 x 2.4167 x 30gording = 9.0625 kg

angker = 0.8 x 1.5795 x 48dia 16 = 60.65357 kg

baut m 16 = 1 x 0.09 x 164.2409= 14.78168 kg

Iikatan angin = 0.006165 x 144 x 4= 20.24093 kg

pasak rek = 8 x 5.5 x 2usuk galvalum = 88 m2

= 5.5 x 5.5 x 2= 60.5 m2

atap genteng = 8 x 5.5 x 2karang pilang = 88 m2

= 5.5 x 5.5 x 2= 60.5 m2

bubungan = 22.52 x 1genteng = 22.52 m1

pasang kalsiplang = 39.8 x 1= 39.8 m1

cat zin wf = 1636.288 / 29.6 x 2.4= 132.672 kg

cat zin gording = 488.87 / 4.15 x 0.53= 62.434 kg

roff drain = 3 bh

x jml 3.1116 m34

x jml2

x jml4

x jml1

x jml 4.284 m32

x jml1

2.775

m2

14.08

25.0196

28.44

89.928

4.32

128.82 m1

2.42 m2

56 m2

40.972 m2

sisix 4 140.16 643.248 m1 973.088 m1

x 4 876

x 2 75.2

x 2 264.8

x 2

x 2

x 2

x 2

x 2 475.8

x 2

x 2

x 2

x 2

x 2 312.2

x 2

x 2

x 1 28 329.84 m1

sisi 301.84x 2

x 2

x 2

x 2

x 2

x 2

x 2

x 2

x 2

x 2

x 2

x 2

28.44 m2

54.3 m1

33.78 m1

jmlx 8 12.96

x 60 43.2

x 6 2.43

x 53 5.36625

x 8 19.008

x 2 1.296

x 11 20.6745

x 2

x 3

x 9

x 3

x 39 33.1425

x 8

x 18

x 55 9.552

x 5

x 6

x 16 4.77

x 39

x 2

x 22 0.2992

x 1 1.6

x 31 84.411

x 12

x 3

x 5

x 6

x 1

x 1

x 1

x 1

x 1

x 3

x 3

x 1

x 1

x 1

x 1

1908.3568

372.16

= 5.40 m2 118.639= 19.50 m2= 5.46 m2= 4.13 m2= 3.00 m2= 5.07 m2= 2.40 m2= 51.88 m2= 4.05 m2= 9.05 m2

8.70 m2

x 8 48

x 8 77.76

x 11 145.348

x 2

x 3

x 9

x 3

x 39 235.68

x 8

x 18

x 55 89.152

x 5

x 6

28.44

8.145 m2

141.99 m3

24.717 m3

x 0.15 = 3.90 m2 18.75 m2 x 0.15 = 3.15 m2 x 0.15 = 1.80 m2 x 0.15 = 2.39 m2 x 0.15 = 0.90 m2 x 0.15 = 3.06 m2 x 0.15 = 2.70 m2 x 0.15 = 0.85 m2

2,349.14 m2

104.86 m2

m2

2177.0798 1726.488

265.43

x 2.00 = 10.80 m2 237.278 x 2.00 = 39.00 m2

x 2.00 = 10.92 m2 x 2.00 = 8.26 m2 x 2.00 = 6.00 m2 x 2.00 = 10.14 m2 x 2.00 = 4.80 m2 x 2.00 = 103.77 m2 x 2.00 = 8.10 m2 x 2.00 = 18.10 m2 x 2.00 17.40 m2

94.185

x 8 48

x 8 77.76

x 11 145.348

x 2

x 3

x 9

x 3

x 39 235.68

x 8

x 18

x 55 89.152

x 5

x 6

jmlx 2 1636.288 4.7

9.400x 8

x 2

x x 2

4.8 3.35x x 2 23.04 11.2225 34.2625 5.853418

x 4

x 2

x x 2

x x 2

kg/m1 x 1 488.87 kg 117.8

x 1

x 1

x 1

x 1

x 7850 x 8 430.023

x 7850 x 12

x 7850 x 8

x 7850 x 24

x 7850 x 24

x 1.07 17.09826 0.686

9.0625 0.0074060.0059060.013313

60.65357

14.78168 120

x 5.7 20.24093

148.5 9648

164.2409

148.5 = 7.5 x 4.5 x 2= 67.5 m2= 4 x 4.5 x 2= 36 m2

1.693333

195.106

103.5

No Pekerjaan Kontrak Kontraktor Pengawas

A BANGUNAN LANTAI 1 I PEKERJAAN PERSIAPAN1 Pas.Bouwplank 137.42 137.42 137.42 2 Pembersihan Lokasi Akhir Proyek 1.00 1.00 1.00 3 Pasangan atap sementara di lantai 2 ( pas.bata & seng gelombang ) 1.00 1.00 1.00 II PEKERJAAN STRUKTUR1 Balok B5 Ramp ( 20/30 ) dari elev + 0.00 ke elev.+4.50 6.12 6.07 3.11 2 Plat ramp, t = 12 cm K - 250 8.28 8.10 4.28 3 Tangga beton dari elev.+0.00 ke elev + 4.50 K - 250 4.11 4.37 2.78 III PEKERJAAN PLESTERAN & BENANGAN1 Benangan 3,364.98 988.05 973.09 2 Waterproofing, Ex No Drop 14.50 46.59 40.97 IV PEKERJAAN PINTU &JENDELA1 Pintu type Pj1 1.00 1.00 1.00 2 Pintu type Pj2 4.00 4.00 4.00 3 Pintu type Pj3 3.00 3.00 3.00 4 Pintu type P1 2.00 2.00 2.00 5 Pintu type P2 6.00 2.00 2.00 6 Pintu type P3 1.00 1.00 1.00 7 Pintu type P4 3.00 3.00 3.00 8 Pintu type P5 6.00 6.00 6.00 9 Pintu type P6 2.00 2.00 2.00

10 Jendela Type J1 28.00 28.00 28.00 11 Bouvenlight type BV1 3.00 1.00 1.00 12 Bouvenlight type BV4 - 3.00 3.00 V PEKERJAAN PELAPIS DINDING dan LANTAI1 Keramik Lantai 60 x 60 ex. Granito putih 488.11 397.64 381.06 2 Keramik Lantai 60 x 60 ex. Granito coklat kasar 167.46 220.41 169.92 3 Keramik Lantai uk 40 x 40 teksture krem, Ex Roman 15.68 60.08 14.08 4 Keramik Lantai uk 40 x 40 teksture Coklat, Ex Roman 29.40 29.40 25.02 5 Keramik Lantai 30 x 30 ( KM/WC ), Ex Roman 29.84 40.98 28.44 6 Keramik Dinding 30 x 60 ( KM/WC ) putih, Ex Roman 84.78 81.58 89.93 7 Keramik Dinding 30 x 60 ( KM/WC ) coklat, Ex Roman 21.74 27.19 4.32 8 Pasang Plint Kayu 39.14 131.00 128.82 9 Step nosing uk. 10 x 60, Ex Roman 3.17 3.13 2.42

10 Pasang Batu Andesit, ex Lokal 155.52 54.12 56.00 VI PEKERJAAN PENGECATAN1 Cat Dinding dalam 2,247.40 2,218.92 1,908.36 2 Cat Dinding Luar 530.60 521.62 372.16 3 Cat Plafond 31.22 538.62 28.44 4 Cat Kayu 23.74 57.36 8.15

VII PEKERJAAN PLAFON1 Plafon Kalsiboard Rangka Hollow 31.22 33.24 28.44 2 List plafon Kayu 39.14 81.08 54.30

VIII PEKERJAAN SANITAIR1 Closed Jongkok 3.00 3.00 3.00 2 Closed Duduk 3.00 3.00 3.00 3 Kran Air 3/4 2.00 2.00 2.00 4 Jet shower 6.00 6.00 6.00 5 Avoer Lantai Plastik 7.00 7.00 7.00 6 Wastafel Komplit 6.00 6.00 6.00 7 Urinoir + sekat 3.00 3.00 3.00 8 Bio Filter 4 m3 2.00 2.00 2.00 9 Sumur Resapan 2.00 2.00 2.00

10 Pompa Air 1.00 1.00 1.00 11 Bak kontrol 15.00 15.00 15.00 12 Tandon atas Cap. 3 m3, ex Profil tank 2.00 2.00 2.00 13 Instalasi Air Bersih Pipa PVC Type AW 11/2" 258.40 258.40 258.40

No Pekerjaan Kontrak Kontraktor Pengawas

14 Instalasi Air Bersih Pipa PVC Type AW 1" 90.44 90.44 90.44 15 Instalasi Air Bersih Pipa PVC Type AW 3/4" 54.00 54.00 54.00 16 Instalasi Air Bekas Pipa PVC Type AW 3" 233.38 223.38 223.38 17 Instalasi talang Pipa PVC Type AW 3" 77.84 77.84 77.84 18 Instalasi Air Kotor Pipa PVC Type AW 4" 16.87 16.87 16.87 IX PEKERJAAN INSTALASI LISTRIK 1 MDP ( Main Distribusi Panel ) + Box panel 1.00 1.00 1.00 2 SDP Lantai 1 + Box panel 1.00 1.00 1.00 3 Pas. Instalasi titik lampu 99.00 99.00 99.00 4 Lampu TL 2 x 36 W outbow 37.00 37.00 37.00 5 Lampu PL 8 W + armature 14.00 14.00 14.00 6 Lampu PL 18 W + armature 9.00 9.00 9.00 7 Lampu PL 23 W + armature 5.00 53.00 53.00 8 Saklar tunggal, ex Clipsal 10.00 10.00 10.00 9 Saklar Ganda, ex Clipsal 15.00 15.00 15.00

10 Stop kontak ( Instalasi + Stopkontak ) 26.00 26.00 26.00 11 Stop kontak AC ( Instalasi + stopkontak ) 5.00 5.00 5.00 X PEKERJAAN RAILLING1 Railling Tangga ( Pipa Galvanis ) 10.25 9.60 11.24 2 Railling ramp ( Pipa Galvanis ) 47.50 44.22 22.54 B BANGUNAN LANTAI 2I PEKERJAAN STRUKTUR 12.96 12.96 1 Kolom K1 ( 60/60 ) Lantai 2 - K250 12.96 43.20 43.20 2 Kolom K2 ( 40/40 ) Lantai 2 - K250 38.40 1.62 2.43 3 Kolom K3 ( 30/30 ) Lantai 2 - K250 2.16 5.37 5.37 4 Kolom Praktis 15/15 - K175 5.87 18.16 19.01 5 Balok B1 ( 60/90 ) - K-250 21.60 1.04 1.30 6 Balok B2 ( 40/60 ) - K-250 1.44 22.87 20.67 7 Balok B3 ( 30/55 ) - K-250 24.83 34.39 33.14 8 Balok B4 ( 30/45 ) - K-250 37.13 6.65 9.55 9 Balok B5 ( 20/30 ) - K-250 8.43 3.63 4.77

10 Balok Latei ( 15/15 ) - K-175 3.84 2.07 1.60 11 LIstplank Beton, t = 8 cm 9.97 2.07 1.60 12 Plat janggutan Pada Kusen J1, t = 10 cm K - 175 1.83 1.83 0.30 13 Plat Lantai t = 12 cm - K-250 78.78 99.48 84.41 II PEKERJAAN PASANGAN DINDING1 Pasangan Dinding Biasa 213.02 223.67 141.99 2 Pasangan Dinding Trasraam 17.25 22.77 24.72 III PEKERJAAN PLESTERAN & BENANGAN1 Plesteran Dinding Biasa 2,840.32 2,553.72 2,349.14 2 Plesteran Dinding Trasraam 229.97 303.59 104.86 3 Plesteran Beton 2,048.62 2,229.54 - 4 Benangan 3,724.28 3,856.28 - 5 Waterproofing, Ex No Drop 711.05 1,039.35 164.78 IV PEKERJAAN ATAP 1 Kuda2 WF 250.125.5.8 1,347.23 1,869.18 1,636.29 2 Gording Double C125x50x20x2,3 667.74 581.00 488.87 3 Pas. plat plenders ,plat Simpul, 131.25 410.18 430.02 4 Penggantung Goding besi dia 12 mm 23.52 23.46 17.10 5 Ikatan angin besi dia. 12 m - - 20.24 6 Jarum keras - - 4.00 7 Siku tumpuan Gording & usuk 40.40.4 58.48 12.08 9.06 8 Angker dia 16 --- panjang 80 cm 20.25 45.49 60.65 9 Baut M 16 20.25 19.44 14.78

10 Pasang reng usuk galvalume + Aluminium Foil 90.42 110.88 148.50 11 Atap genteng karang Pilang 90.42 109.27 148.50 12 Bubungan genteng karang pilang 32.50 32.60 22.52 13 Pasang Kalsiplank 2/20 41.00 35.40 39.80

No Pekerjaan Kontrak Kontraktor Pengawas

14 Cat Zincromate, Ex Jotun 2,268.67 2,694.39 2,605.58 13 Pipa Talang galvanise dia 2" + finish cat + Klem 46.50 - - 14 Roof drain dia 2", ex lokal 3.00 3.00 3.00

PEKERJAAN TAMBAHAN Acian L. 1 - 1,618.39 1,726.49