DINAS PERUMAHAN DAN KAWASAN PERMUKIMAN GAMBAR PERENCANAAN PEMERINTAH KABUPATEN KEPULAUAN MENTAWAI

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K O N SU LT A N P E R E N C A N A C V . A R TH A B A N G U N C o n su lt a n t D IB U A T O LE H : P A IM A N T O W O D IR E K TU R D IS E TU J U I O LE H :

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N O . J U D U L G A M B A R N O . L EM B A R A G E N E R A L 1 D A F TA R G A M B A R 2 P E TA K A B U P A TE N K E P U LA U A N M E N TA W A I 3 4 LA Y O U T J A R IN G A N P IP A T U A P E JA T B J A R IN G A N P IP A LA Y O U T J A R IN G A N P IP A T R A N SM IS I 0 4 / 0 5 0 3 / 0 5 0 2 / 0 5 0 1 / 0 5

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LA Y O U T J A R IN G A N P IP A T R A N SM IS I D IN A S P E R U M A H A N D A N P E M E R IN TA H K A B U P A TE N A la m a t : J ln . R a y a T u a p e ja t K M . P E J A B A T P E M B U A T K (P P K ) N IP : 1 96 81 02 9 2 00 11 IR D E L IU S , S S C V . A R T H A B A N G E N G INEE R IN G - MANAG P er u m ah an P o n d o k K a ry a II B T elp . 0 75 1 - 4 8 55 38 7, E m a il : a A R T H A B A N G U N D IPE R IK SA O LE D IS ET U JU I O LEH L O K AS I : K EG IAT A N : P R O G R AM : P E N G E M B A N G A N K IN E R J A A IR M IN U M D A N A IR P E M B A N G U N A N J A R IN G K A B U P A TE N K E P U LA U A N P E R E N C A N A A N T E K N IS P E N S P A M K A W A S A N T U P E J A B A T P E LA K S A N A T E K (P P TK ) N IP : 1 97 70 50 9 2 00 80 R IF K I E R IA W A N P EKER JAAN : D IRE K TU R P A IM A N T O W K O N S U LT AN PER EN JU D U L G AM BAR N O MO R L EMBAR K O D E G A M BAR K E PU LA U A N M EN TA W AI 0 1 J P J A R IN G A N P IP A T R A N SM IS I 2 9 3 00 0 U 2₉ 6 8₉₀ P .5 29₆ 5 59 P .6 2₆ 9 4 37 P .7 2 9₆ 0₄ 0 P .8 3 0₀ 8 8₆ P .9 2 9 5 6 6 3 P .1 0 2 9 1 8 5₄ P .1 1 2₉ 1 04₉ P .1 2 2₉ 0 6 90 P .1 3 2₈ 8 9₆ 2 P .1 4 2₈ 9 9 12 P .1 5 28₈ 7 43 P .1 6 28₇ 8₁₉A 2₈ 2 8 69 P .1 7 2₈ 2 0 12 A 2₈ 0 9 19 P .1 9 2₈ 1 3 7 2 P .2 0 2₈ 9 5 75 P .2 1 2 9 2 44 3 P .2 2 2₉ 3 38₆ A 2 9₅ 9₆ 4 P .2 3 2₉ 6 6₉ 9 P .2 4 2₉ 3 1₃ 5 P .2 5 2 96 91 6 P .2 6 2 97 01 1 P .2 7 2₈ 0 73₉ P .1 8 29 7. 40 1 29 7. 74 0 29 6. 92 0 29 7. 1 2 0 29 7. 01 0 29 6 . 68 0 29 6. 94 0 29 6 . 90 0 29 3. 62 0 29 3 . 14 0 29 4. 66 0 29 5. 23 0 29 3. 71 0 296 295 297 294 293 293 292 292 294 29 5 29 6 297 29 4. 25 0 29 3 . 06 0 29 6.8 20 2 96 .0 00 X = + 3 0 1 .0 0 0 X = + 3 0 2 .0 0 0 Y = + 301.000 Y = + 302.000 Y = + 303.000 Y = + 304.000 Y = + 305.000 Y = + 300.000 Y = + 301.000 Y = + 302.000 Y = + 303.000 Y = + 304.000 Y = + 305.000 Y = + 300.000 Y = + 301.000 Y = + 302.000 Y = + 303.000 Y = + 304.000 Y = + 305.000 X = + 3 0 0 .0 0 0 X = + 3 0 1 .0 0 0 X = + 3 0 2 .0 0 0 X = + 3 0 0 .0 0 0 X = + 3 0 1 .0 0 0 X = + 3 0 2 .0 0 0 X = + 3 0 0 .0 0 0 X = + 3 0 1 .0 0 0 X = + 3 0 2 .0 0 0 X = + 3 0 0 .0 0 0 X = + 3 0 1 .0 0 0 X = + 3 0 2 .0 0 0 1 2 3 8 7 4 5 6 1 0 9 14 2₉ 7 53₂ P .4 Y = + 300.000 X = + 3 0 0 .0 0 0 P .0 299 5 59 P .1 3₀ 0 8 40 P. 2 _P .2 3₀ 0 00₀ P .3 30 0 .0 20 29 0 460 P IP A D N 2 0 0 G I P IP A D N 1 5 0 G I P IP A D N 1 5 0 G I 1 4 5 ° 4 5 ° D N 2 0 0 G I D N 2 0 0 G I 2 2 .5 ° D N 2 0 0 G I 2 3 4 6 D N 1 5 0 G I 6 D N 2 0 0 G I 2 2 .5 ° D N 2 0 0 G I A 2 2 .5 ° D N 1 5 0 G I 9 1 1 .5 ° D N 1 5 0 G I 1 1 1 2 1 3 1 4 4 5 ° W O 1 0 0 D N 1 5 0 G I 1 5 D N 1 5 0 G I 2 2 .5 ° J e m b a ta n P ip a 1 6 2 2 .5 ° D N 1 5 0 G I 1 8 4 5 ° D N 1 5 0 G I 20 1 1 .5 ° D N 1 5 0 G I 2 1 9 0 ° D N 1 5 0 G I 2 2 9 0 ° D N 1 5 0 G I D N 1 5 0 G I R E S E R V O IR 2 3 3 2 4 6 9 1 1 1 2 1 3 1 4 1 5 1 6 1 8 1 9 2 0 2 1 2 3 2 2 D N 2 0 0 G I

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E L E V . T N H / P A T O K E L E V A S I R E N C A N A P U N G G U N G P IP A N A M A P A T O K J A R A K P A T O K / J U M L A H K A R A K D IA M E T E R / J E N IS P IP A 2 9 1 .0 0 0 2 9 0 .0 0 0 299.461 00.00 B P .+ 2 7 5 .0 0 0 2 9 2 .0 0 0 2 9 3 .0 0 0 299.599 4.80 300.840 17.60 300.000 28.00 297.53245.600 294.682 66.00 296.159 80.00 1 2 .8 0 1 0 .4 0 1 7 .6 0 2 0 .4 0 1 4 .0 0 P .0 P .1 P .2 P .3 P .4 P .5 P .6 2 9 4 .0 0 0 2 9 5 .0 0 0 2 9 6 .0 0 0 2 9 7 .0 0 0 2 9 8 .0 0 0 2 9 9 .0 0 0 3 0 0 .0 0 0 2 0 .4 0 P .6 296.437100.40 P.7 297.835114.40 P.8 300.886124.80 P.9 295.663142.60 P .1 0 P .1 1 1 4 .0 0 1 0 .4 0 1 7 .8 0 1 8 .4 0 2 9 .0 0 291.049190.00 P .1 2 290.690212.40 P .1 3 288.962226.00 P .1 4 289.912255.00 P .1 5 291.854 161.00 P .1 1 2 2 .4 0 1 3 .6 0 2 9 .0 0 2 8 .6 0 288.743 283.80 P .1 6 287.819299.60 A 282.869311.60 P .1 7 282.012 326.6 A P .1 8 1 5 .8 0 1 2 .0 0 1 5 .0 0 1 4 .0 0 280.919355.00 P .1 9 281.372 371.40 P .2 0 289.575 391.4 P .2 1 292.443413.20 P .2 2 A 1 4 .4 0 1 6 .4 0 2 0 .0 0 2 1 .8 0 1 0 .6 0 280.739340.60 293.964423.80 A 295.964457.80 P .2 3 296.699483.80 P .2 4 P .2 5 3 4 .0 0 2 6 .0 0 2 1 .4 0 5 7 .0 0 296.916562.20 P .2 6 297.011574.40 P .2 7 293.135 505.2 1 2 .2 0 2 8 9 .0 0 0 2 8 8 .0 0 0 2 8 7 .0 0 0 2 8 6 .0 0 0 2 8 4 .0 0 0 2 8 3 .0 0 0 2 8 2 .0 0 0 2 8 1 .0 0 0 2 8 0 .0 0 0 2 7 9 .0 0 0 2 8 5 .0 0 0 3 0 1 .0 0 0 3 0 2 .0 0 0 S = V. 1 : 200 S = H . 1 : 1 0 0 0 -277.872 2 7 8 .0 0 0 2 7 7 .0 0 0 2 7 6 .0 0 0 -299.702 291.192 296.559 296.673 295.335 295.086 295.663 292.845 291.659 290.690 289.462 289.912 288.743 285.859 283.539 289.575 292.443 292.624 292.254 294.149 293.135 293.000 293.311 D N 2 0 0 G I 1 IN T A K E 1 1 .5 ° D N 2 0 0 G I 5 2 2 .5 ° D N 1 5 0 G I 7 2 2 .5 ° D N 1 5 0 G I 8 1 1 .5 ° D N 1 5 0 G I 1 0 1 2 1 3 14 4 5 ° W O 1 0 0 D N 1 5 0 G I 15 D N 1 5 0 G I 2 2 .5 ° J e m b a ta n P ip a 16 17 1 1 .5 ° D N 1 5 0 G I 1 9 A V . 5 0 300.000 R A W W A T E R IN T A K E 1 R E S E R V O IR T R A N S F E R K A P 2 5 0 M 3 ( R E N C A N A ) P O M P A T R A N S F E R K a p . 2 0 l / d t (R E N C A N A ) W T P K a p . 1 0 l / d t e xi st in g E x is tin g D N 2 0 0 G I E X IS T IN G P O M P A D IS T R IB U S I E X IS T N G 5 7 8 1 0 1 2 1 3 1 5 J E M B A T A N P IP A D N 1 5 0 G I B E N T A N G 2 7 m ' 1 6 1 7 A V . 5 0 A IR V A L V E D N 5 0 m m 1 9 P IP A D N 2 0 0 G I P IP A D N 1 5 0 G I 1 4 R E S E R V O IR K a p . 5 0 m 3 E x is tin g L IH A T D E T A IL JE M B A T A N L IH A T G A M B A R S T A N D A R D D E T A I A IR V A L V E L IH A T P A D A G A M B A R S T A N D A R T D D N 2 0 0 G I D N 1 5 0 G I 283.539 283.539 283.539 283.539 283.539 W 0 . 100 D IN A S P E R U M A H A N D A N K A P E M E R IN TA H K A B U P A TE N K E A la m a t : J ln . R a y a T u a p e ja t K M . 4 S ip P E J A B A T P E M B U A T K O M (P P K ) N IP : 1 96 81 02 9 2 00 11 2 1 IR D E L IU S , S S T C V . A R T H A B A N G U E N G INEE R IN G - MANAG EMENT P er u m ah an P o n d o k K a ry a II B lo k A N T elp . 0 75 1 - 4 8 55 38 7, E m a il : a rth a b a A R T H A B A N G U N D IPE R IK SA O LE H : D IS ET U JU I O LEH : L O K AS I : K EG IAT A N : P R O G R AM : P E N G E M B A N G A N K IN E R J A P A IR M IN U M D A N A IR L P E M B A N G U N A N J A R IN G A N K A B U P A TE N K E P U LA U A N M P E R E N C A N A A N T E K N IS P E N G S P A M K A W A S A N T U A P E J A B A T P E LA K S A N A T E K N IS (P P TK ) N IP : 1 97 70 50 9 2 00 80 1 1 R IF K I E R IA W A N , S P EKER JAAN : D IRE K TU R P A IM A N T O W O K O N S U LT AN PER EN C AN JU D U L G AM BAR N O MO R L EMBAR K O D E G A M BAR K E PU LA U A N M EN TA W AI P O TO N G A N M E M A N JA N G P .0 P .2 7 0 2 J P J A R IN G A N P IP A D IS TR IB U SI

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20 C B A 10 10 20 C B A 10 D N 10 B 40 DN 20 D D 20 DN 40 C A 20 C B A D N 10 D N 10 A C A 40 DN 20 D D 20 DN 40 V O L M 3 V O L M 3 V O L M 3 V O L M 3 V O L M 3 V O L M 3 V O L M 3 V O L M 3 V O L M 3 D C M C C M B C M A C M D N M M D C M C C M B C M A C M D N M M 10 0 100 50 50 0.7 5 70 40 90 20 70 0.4 0 0.40 50 50 80 80 80 80 80 B E TO N B E R TU LA N G B E T O N B E R T U LA N G D N M M A CM B C M C C M D C M

50

80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 70 20 80 50 0.4 0 70 20 90 40 70 0.7 5 13 0 50 10 0 1.3 5 13 5 12 0 2.0 0 17 0 14 0 3.0 0 17 5 55 15 0 13 0 4.1 9 18 0 60 16 0 16 0 5.5 0 20 0 80 18 0 5.0 6 80 80 80 4.3 7 14 0 14 0 80 16 0 2.7 5 12 0 12 0 60 14 0 2.0 0 10 0 11 0 55 13 5 1.6 0 90 10 0 50 13 0 1.0 0 80 80 50 10 0 0.9 0 80 50 90 0.7 5 70 40 90 0.7 5 70 40 90 50 80 20 50 50 80 20 50 0.3 0 50 80 20 50 50 0 400 350 300 250 200 150 125 100 80 50 80 80 80 3.7 5 12 0 80 15 0 2.2 8 10 0 60 13 0 1.8 1 90 55 12 5 0.9 0 80 50 12 0 0.7 9 70 80 50 80 0.7 1 70 50 70 0.5 8 60 40 70 0.5 8 60 40 70 50 80 20 50 80 20 0.2 6 50 80 20 40 50 0 400 350 300 250 200 150 125 100 80 50 B E N D 4 5 P V C V E R TIK A L B E N D 2 2,5 P V C - V E R T IK A L B E N D 1 1,2 5 P V C - V E R T IK A L 0.3 0 0.3 0 40 40 10 0 11 0 12 0 14 0 0.2 6 0.2 6 B E T O N B E R T U LA N G B E T O N B E R T U LA N G B E T O N B E R T U LA N G B E T O N B E R T U LA N G B E T O N B E R T U LA N G B E T O N B E R T U LA N G B E T O N B E R T U LA N G B E T O N B E R T U LA N G 0.9 3 50 12 0 13 0 0.4 4 40 10 0 10 0 0.4 1 40 85 90 0.2 4 40 80 75 0.1 5 30 80 55 0.1 0 80 0.0 5 60 0.0 5 60 0.0 4 50 0.0 4 50 0.0 4 20 50 25 50 0 400 350 300 250 200 150 125 100 80 50 C C M B C M A C M D N M M D N M M A C M B C M C C M 50 80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 D N M M A C M B C M C C M 50 80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 50 0 400 350 300 250 200 150 125 100 80 50 C C M B C M A C M D N M M D N M M A C M B C M C C M 50 80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 D N M M A C M B C M C C M 50 80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 70 20 70 0.6 0 70 20 70 0.6 0 70 20 70 0.6 0 14 0 40 1.4 0 14 0 40 1.4 0 15 0 5 0 2.5 5 17 0 50 1 2 0 3.8 5 19 0 50 1 4 0 5.6 0 21 0 55 7.7 4 22 0 60 16 0 10 .0 0 24 0 70 18 0 13 .3 1 10 0 100 B E N D 4 5 P V C - V E R T IK A L B E N D 2 2,5 P V C - V E R T IK A L B E N D 1 1,2 5 P V C - V E R T IK A L B E N D 9 0 P V C - V E R T IK A L B E N D 9 0 P V C - V E R T IK A L A IR V A LV E - V E R T IK A L 25 25 25 25 35 20 20 20 20 30 30 20 20 20 20 25 25 25 25 25 25 50 20 0.0 4 50 0.0 4 50 0.0 4 60 0.0 5 60 0.0 5 80 0.0 7 30 80 30 0.0 8 40 80 40 0.1 3 50 80 40 0.1 3 55 10 0 40 0.2 2 75 12 0 50 0.5 4 0.4 3 50 12 0 60 0.2 2 40 10 0 55 0.1 8 40 90 50 0.1 3 40 80 40 0.0 8 30 80 30 0.0 7 80 0.0 5 60 0.0 5 60 0.0 4 50 0.0 4 50 0.0 4 20 50 25 25 25 25 25 25 20 20 20 20 30 2 0 0 2 2 0 30 20 20 20 20 65 50 50 25 25 50 0.0 4 50 0.0 4 60 0.0 9 60 0.0 9 80 0.1 8 10 0 80 30 0.2 8 14 0 80 40 0.4 8 17 0 90 50 0.9 2 20 0 10 0 60 1.0 0 22 0 12 0 80 2.2 0 25 50 20 0.0 4 0.0 6 40 40 30 1.4 5 80 14 0 12 0 0.9 9 70 12 0 11 0 0.8 0 60 12 0 10 0 0.4 8 55 10 0 80 0.3 4 55 80 70 0.1 7 80 0.1 0 50 0.1 0 50 0.0 6 40 0.0 6 40 60 40 30 30 40 40 40 40 40 40 TH R U S T B LO CK V E R TICA L 0 2 S TD 18 0 S TA N D A R D

V O L M 3 V O L M 3 V O L M 3 VO L M 3 VO L M 3 V O L M 3 V O L M 3 D N B A C D F E 10 B A D N D N D N D N D N D N A D N D N D N F E C F E F E 10 A D N D C D N D C B D C A _B 20 20 20 20 20 15 17 .5 17 .5 20 40 30 30 25 22 .5 15 15 10 30 20 0.0 3 10 0.0 3 10 0.0 3 10 0.0 4 15 0.0 6 15 0.0 6 20 40 25 0.0 8 20 40 25 0.1 8 25 45 30 0.2 5 30 50 35 0.3 0 40 60 40 0.5 8 30 30 30 30 35 15 15 15 17 .5 17 .5 20 22 .5 25 30 30 40 10 0 80 80 80 35 35 35 35 30 30 30 2.1 7 50 80 12 5 0.9 9 30 60 11 5 0.4 8 55 10 0 0.4 8 50 80 0.3 4 45 70 0.1 7 40 60 0.1 0 35 40 0.1 0 32 .5 40 0.6 0 30 30 0.6 0 28 30 0.6 0 20 40 25 30 40 40 40 40 40 50 50 55 60 80 20 20 20 20 20 25 25 30 20 20 20 25 25 40 40 50 55 20 20 20 25 25 60 80 60 80 55 50 40 40 50 30 30 25 22 .5 20 17.5 17.5 15 15 15 60 40 35 30 22.5 20 25 25 25 25 25 35 30 30 30 30 1.0 0 50 70 40 12 0 0.3 2 35 50 30 90 0.3 0 35 45 25 90 0.2 0 30 40 20 90 0.0 9 30 40 20 45 0.0 7 15 45 0.0 6 15 45 0.0 6 10 45 0.0 4 10 40 0.0 4 10 40 0.0 4 25 30 10 40 15 15 22 .5 25 30 30 50 20 17_.5 17 .5 15 60 40 35 30 22.5 20 17.5 17.5 15 15 15 40 10 30 25 0.0 4 40 10 0.0 4 40 10 0.0 4 45 15 0.0 6 45 15 0.0 6 70 15 0.1 0 95 20 40 30 0.1 8 14 0 20 40 35 0.3 6 14 0 25 45 35 0.5 0 14 0 30 50 35 0.5 8 16 0 40 70 60 1.6 3 30 30 30 30 35 25 25 25 25 25 15 15 15 17 .5 17 .5 70 50 45 40 30 25 17_.5 17_.5 15 15 15 25 25 25 25 25 35 30 30 30 30 R E D U C E R P V C - H O R IZ O N T A L E N D C A P P V C - H O R IZ O N T A L B E N D 9 0 P V C - H O R IZ O N T A L B E N D 2 2,5 P V C - H O R IZ O N T A L B E N D 1 1,2 5 P V C - H O R IZ O N T A L B E N D 4 5 P V C - H O R IZ O N T A L 40 40 50 1.2 1 10 0 55 22 0 0.8 1 90 45 20 0 0.6 1 80 40 19 0 0.4 5 70 30 19 0 0.2 3 60 30 13 0 0.1 5 25 12 0 0.0 8 20 10 0 0.0 7 17 .5 10 0 0.0 2 20 15 50 0.0 1 20 13 50 0.0 1 20 10 50 50 0 400 350 300 250 200 150 125 100 80 50 C C M B C M A C M D N M M 50 0 400 350 300 250 200 150 125 100 80 50 D C M C C M B C M A C M D N M M F C M E C M E C M F C M D N M M A C M B C M C C M D C M 50 80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 E C M F C M D N M M A C M B C M C C M D C M 50 80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 500 400 350 300 025 200 150 125 100 80 50 D C M C C M B C M A C M D N M M F C M E C M 3.2 0 60 70 50 2 2 0 1.0 3 35 50 30 20 0 0.9 8 35 45 25 17 0 0.4 8 30 40 20 14 0 0.3 6 30 40 20 13 0 0.1 8 15 10 0 0.0 7 15 60 0.0 7 15 60 0.0 4 10 40 0.0 4 10 40 0.0 4 25 30 10 40 50 0 400 350 300 250 200 150 125 100 80 50 D C M C C M B C M A C M D N M M F C M E C M 15 15 30 40 45 50 70 25 17_.5 17_.5 15 55 50 40 40 80 60 8 0 60 25 25 20 20 20 55 50 40 40 25 25 20 20 20 30 25 25 20 20 20 20 20 80 60 55 50 50 40 40 40 40 40 E C M F C M D N M M A C M B C M C C M D C M 50 80 10 0 12 5 15 0 20 0 25 0 30 0 35 0 40 0 50 0 30 25 40 20 0.6 0 30 28 0.6 0 30 30 0.6 0 40 32 .5 0.1 0 40 35 0.1 0 60 40 0.1 7 70 45 0.3 4 80 50 0.4 8 10 0 55 0.4 8 11 5 60 30 0.9 9 12 5 80 50 2.1 7 T E E P V C - H O R IZ O N T A L TH R U S T B LO CK H O R IZ O N TA L 0 3 S TD S TA N D A R D

10 A 10 10 20 10 A /2 A /2 10 2A 10 10 A +4 0 C M 10 10 20 30 MAX 50 cm A B E T O N B E R T U LA N G 1 :2 :3 B A U T A N G K U R C LA M P P IP A D N G I C LA M P P IP A P IP A D N G I TH R U S T B LO CK TY P E . A 0 4 S TD 50 75 10₀ 15₀ 20₀ 25₀ 30₀ 35₀ 40₀ 50₀ D N (M M ) 20 PIPA (DN) 45 0 10 10 15 20 25 30 35 40 45 60 (C_M A ) 50 7/8 " x 1 5" B A U T A N G K U R 7/8 " x 1 5" 6/8 " x 1 5" 6/8 " x 1 5" 6/8 " x 1 5" 5/8 " x 1 2" 5/8 " x 1 2" 5/8 " x 1 2" 4/8 " x 9" 3/8 " x 6" 3/8 " x 6" 10 x 1 00 m m 10 x 1 00 m m 8 x 8 0 m m 8 x 8 0 m m 8 x 8 0 m m 6 x 6 0 m m 6 x 6 0 m m 6 x 6 0 m m 5 x 5 0 m m 4 x 4 0 m m 4 x 4 0 m m P LA T S T R IP (C LA M P P IP A ) Ø 1 0 1 0 0 Ø 1 0 1 0 0 Ø 1 0 1 0 0 Ø 1 0 1 0 0 Ø 1 0 1 0 0 Ø 1 0 1 0 0 B A U T A N G K U R 20 20 S TA N D A R D T H R U S T B L O C K T Y P E A T AN PA SKALA

10 10 10 10 D N 10 10 20 60 20

_{> 50 - 600 cm}

D N B E T O N T U M B U K 1 :2 :3 B A U T A N G K U R C LA M P P IP A D N m m D N G I C LA M P P IP A D N m m D N G I D N G I D N G I D N G I TH R U S T B LO CK TY P E . B 0 5 S TD 20 10 10 20 10 20 D N 20 10 10 30 30 20 20 10 D N 10 30 30 D N 20 20 50 75 10₀ 15₀ 20₀ 25₀ 30₀ 35₀ 40₀ 50₀ D N (M M ) 45 0 7/8 " x 4" B A U T A N G K U R 7/8 " x 4" 6/8 " x 3" 6/8 " x 3" 6/8 " x 3" 5/8 " x 3" 5/8 " x 3" 5/8 " x 3" 4/8 " x 2" 3/8 " x 2" 3/8 " x 2" 10 x 1 00 m m 10 x 1 00 m m 8 x 8 0 m m 8 x 8 0 m m 8 x 8 0 m m 6 x 6 0 m m 6 x 6 0 m m 6 x 6 0 m m 5 x 5 0 m m 4 x 4 0 m m 4 x 4 0 m m P LA T S T R IP (C LA M P P IP A ) S TA N D A R D T H R U S T B L O C K T Y P E B T AN PA SKALA

8 10 11 5 4 3 2 1 B A U T M O O R & R IN G G A S K E T B LO K S TR E E T P IP A S E LU B U N G L = V A R IA B E L ( P V C) S P IN D E L G A T E V A LV E B E N D 9 0 ° F L/F L (G IP ) P IP A L = V A R IA B E L S C/ SP (G IP ) P IP A L = 1 .0 0 M F L/F L ( G IP ) TE E S C /S C /F L (P V C/ G IP ) P IP A IN D U K ( P V C/ G IP ) 6 9 9 8 7 4 11 10 5 3 2 1 K_E T E R A N G A N T R U S T B LO C K S E S U A I G A M B A R T Y P IC A L T R U S T B LO C K S E S U A I G A M B A R T Y P IC A L T R U S T B LO C K S E S U A I G A M B A R T Y P IC A L 10 11 10 11 11 10 2 7 8 4 6 3 5 10 11 1 30 30 20 A 20 A 20 V A R IA B E L 20 20 20 10 20 A 30 30 W A S H O U T 0 6 S TD S TA N D A R D P O T O N G A N A -A T AN PA SKALA D E N A H / T A M P A K A T A S T AN PA SKALA A A

P IP A P V C B E TO N 1 : 2 : 3 P LE S TE R A N 1 :2 15 10 70 10 15 10 15 10 10 15 10 15 40 5 5 1 5 9₀ 15 A A Ø 1 2 mm H A N D LE Ø 1 2 mm M A N H O LE CO V E R B E TO N B E R TU LA N G 1 :2 :3 U R U G A N K E R IK IL P LE S TE R A N 1 :2 B E TO N 1 : 2 : 3 S A D D LE CL A M P P IP A P V C 1 2 3 4 P IP A H D P E /G I S A D LE C LA M P P V C N O 1 2 3 4 F LA N G E / S P IG O T G A TE V A LV E A IR V A LV E KE TE R A N G A N JM L 1 1 1 1 S A T. U N IT U N IT U N IT U N IT S a d d le Cl a mp A IR V A LV E 0 7 S TD S TA N D A R D T A M P A K A T A S T AN PA SKALA P O T O N G A N A -A T AN PA SKALA

MIN. 2.00 M .A . A IR V A LV E M .A . P IP A P V C M .A . P IP A G IP < 6 .0 0 < 6 .0 0 45 6 5 6 .0 0 < 6 .0 0 65 45 45 45 P IP A G IP P IP A P V C < 6 .0 0 45 45 45 45 65 65 T H R U S T B LO C K A IR V A LV E TH R U S T B LO CK TH R U S T B LO CK J E M B A TA N P IP A 0 8 \V 2 0 2 0 S TD S TA N D A R D J E M B A T A N P IP A T Y P E 1 T AN PA SKALA J E M B A T A N P IP A T Y P E 2 T AN PA SKALA J E M B A T A N P IP A T Y P E 3 T AN PA SKALA

REKAPITULASI

Program : Pengembangan Kinerja Pengelolaan Air Minum dan Air Limbah

Kegiatan : Pembangunan Jaringan Air Bersih

Pekerjaan : Perencanaan Teknis Pengembangan SPAM Kawasan Tuapejat

Lokasi : Kabupaten Kepulauan Mentawai

Tahun : 2019

NO URAIAN PEKERJAAN JUMLAH HARGA_{( Rp )}

A BIAYA UMUM = 1.00 UNIT 142,000,000.00

B REHABILITASI RAW WATER INTAKE = 1.00 UNIT 111,760,643.11

C BAK PENGUMPUL DAN RUANG POMPA = 1.00 UNIT 111,474,306.67

D RESERVOIR KAPASITAS 100 M3 = 2.00 UNIT 1,184,417,232.22

E JARINGAN PIPA TRANSMISI = 700.00 M1 1,209,489,014.72

F JARINGAN PIPA DISTRIBUSI = 3,600.00 M1 1,316,649,572.07

G JARINGAN PIPA TERTIER = 9,000.00 M1 1,401,497,872.75

H RUMAH PANEL = 1.00 UNIT 60,440,687.02

I MEKANIKAL / ELEKTRIKAL = 1.00 UNIT 812,975,000.00

J GUDANG = 1.00 UNIT 291,213,410.21

K PEKERJAAN EXTERNAL = 1.00 UNIT 265,460,509.20

L SAMBUNGAN RUMAH (SR) = 350.00 UNIT 365,349,600.00

JUMLAH 7,272,727,847.97

PPN 10 % 727,272,784.80

TOTAL 8,000,000,632.77

DIBULATKAN 8,000,000,000.00

Tuapejat, Maret 2018

Diperiksa oleh : Dihitung oleh :

Pejabat Pelaksana Teknis Kegiatan Konsultan Perencana

( PPTK ) CV. ARTHA BANGUN Consultant

RIFKI ERIAWAN, ST PAIMAN TOWO

NIP : 19770509 200801 1 003 Direktur

Disetujui oleh :

Pejabat Pembuat Komitment ( PPK )

DAFTAR KUANTITAS DAN HARGA

Program : Pengembangan Kinerja Pengelolaan Air Minum dan Air Limbah

Kegiatan : Pembangunan Jaringan Air Bersih

Pekerjaan : Perencanaan Teknis Pengembangan SPAM Kawasan Tuapejat

Lokasi : Kabupaten Kepulauan Mentawai

Tahun : 2019

NO URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN JUMLAH HARGA_{( Rp ) ( Rp )}

A BIAYA UMUM 142,000,000.00

1 Direksi Keet M2 48.00 2,500,000.00 120,000,000.00

2 Plank / Papan Nama Proyek Unit 1.00 2,000,000.00 2,000,000.00

DAFTAR KUANTITAS DAN HARGA

Program : Pengembangan Kinerja Pengelolaan Air Minum dan Air Limbah

Kegiatan : Pembangunan Jaringan Air Bersih

Pekerjaan : Perencanaan Teknis Pengembangan SPAM Kawasan Tuapejat

Lokasi : Kabupaten Kepulauan Mentawai

Tahun : 2019

NO URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN JUMLAH HARGA_{( Rp ) ( Rp )}

B REHABILITASI RAW WATER INTAKE 111,760,643.11

1 PEKERJAAN PENDAHULUAN 32,148,359.24

1.1 Pembersihan Lapangan M2 30.00 14,437.50 433,125.00

1.2 Pasang Bouwplank M1 8.00 71,054.28 568,434.24

1.3 Pembuatan Kisdam Ls 1.00 2,500,000.00 2,500,000.00

1.4 Transportasi material dari gudang penumpukan ke lokasi pekerjaan / pemasangan : - Semen Zak 108.00 40,000.00 4,320,000.00 - Pasir Beton M3 7.36 1,080,000.00 7,948,800.00 - Kerikil Beton M3 14.87 1,080,000.00 16,059,600.00 - Kayu Bekisting M3 0.49 160,000.00 78,400.00 - Plywood 9 mm Lbr 3.00 80,000.00 240,000.00 2 PEKERJAAN TANAH 2,664,260.16

2.1 Galian Tanah biasa M3 33.25 67,856.25 2,256,220.31

2.2 Urugan kembali bekas galian M3 8.31 49,087.50 408,039.84

3 PEKERJAAN BETON & PASANGAN 54,217,902.85

3.1 Beton 1 : 1,5 : 2,5 untuk :

- Plat Lantai Intake M3 6.43 2,889,102.91 18,562,486.18

- Plat Dinding Intake M3 7.74 4,416,615.43 34,162,520.37

3.2 Afwerking beton M2 37.99 39,299.67 1,492,896.31

5 PEKERJAAN LAIN - LAIN 21,950,000.00

5.1 Manhole cover lengkap termasuk kunci Unit 1.00 750,000.00 750,000.00

5.2 Pintu Air lengkap sesuai gambar Unit 1.00 20,000,000.00 20,000,000.00

5.3 Ventilasi Pipa DN 75 mm lengkap. unit 1.00 600,000.00 600,000.00

5.4 Tangga (besi dia. 16 mm) lengkap Unit 1.00 600,000.00 600,000.00

6 PEKERJAAN FINISHING 780,120.86

6.1 Pengecatan Besi dengan Cat Besi M2 2.64 34,801.25 91,875.30

DAFTAR KUANTITAS DAN HARGA

Program : Pengembangan Kinerja Pengelolaan Air Minum dan Air Limbah

Kegiatan : Pembangunan Jaringan Air Bersih

Pekerjaan : Perencanaan Teknis Pengembangan SPAM Kawasan Tuapejat

Lokasi : Kabupaten Kepulauan Mentawai

Tahun : 2019

NO URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN JUMLAH HARGA_{( Rp ) ( Rp )}

C BAK PENGUMPUL DAN RUANG POMPA 111,474,306.67

1 PEKERJAAN PENDAHULUAN 13,018,900.56

1.1 Pembersihan Lapangan M2 188.10 14,437.50 2,715,693.75

1.2 Pasang Bouwplank M1 77.60 68,340.29 5,303,206.81

1.3 Pembuatan Kisdam Ls 1.00 5,000,000.00 5,000,000.00

2 PEKERJAAN TANAH 4,065,817.80

2.1 Galian Tanah biasa M3 46.24 67,856.25 3,137,673.00

2.2 Urugan Bekas Galian M3 11.56 49,087.50 567,451.50

2.3 Urugan Pasir M3 1.16 310,942.50 360,693.30

3 PEKERJAAN BETON & PASANGAN 70,849,523.90

3.1 Lantai kerja 1 : 3 : 5 tebal 10 cm M3 2.32 1,539,308.65 3,571,196.07

3.2 Beton Tumbuk 1 : 2 : 3 M3 16.00 1,847,604.55 29,561,672.80

3.3 Beton Bertulang 1 : 1,5 : 2,5 ( mutu K.225 ) untuk :

- Plat Lantai M3 4.20 5,354,027.54 22,486,915.66

3.4 Plesteran 1 : 2 diaci M2 146.78 88,542.14 12,996,214.90

3.5 Afwerking beton M2 52.80 42,301.60 2,233,524.48

4 PEKERJAAN LAIN - LAIN 22,600,000.00

4.1 Pintu Air lengkap sesuai gambar Unit 1.00 20,000,000.00 20,000,000.00

4.2 Grill Besi Ø 16 Unit 2.00 1,000,000.00 2,000,000.00

4.3 Tangga (besi dia. 16 mm) lengkap Unit 1.00 600,000.00 600,000.00

5 PEKERJAAN FINISHING 940,064.40

5.1 Pengecatan Besi dengan Cat Besi M2 5.28 34,801.25 183,750.60

DAFTAR KUANTITAS DAN HARGA

Program : Pengembangan Kinerja Pengelolaan Air Minum dan Air Limbah

Kegiatan : Pembangunan Jaringan Air Bersih

Pekerjaan : Perencanaan Teknis Pengembangan SPAM Kawasan Tuapejat

Lokasi : Kabupaten Kepulauan Mentawai

Tahun : 2019

NO URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN JUMLAH HARGA_{( Rp ) ( Rp )}

D RESERVOIR KAPASITAS 100 M3 592,208,616.11

1 PEKERJAAN PENDAHULUAN 2,362,496.74

1.1 Pembersihan Lapangan M2 55.00 14,437.50 794,062.50

1.2 Pasang Bouwplank M1 8.00 71,054.28 568,434.24

1.3 Pembongkaran Beton bertulang Ls 1.00 1,000,000.00 1,000,000.00

2 PEKERJAAN TANAH 19,117,987.77

2.1 Galian Tanah biasa M3 6.85 67,856.25 465,001.92

2.2 Urugan biasa M3 77.97 226,792.50 17,682,671.04

2.3 Urugan kembali bekas galian M3 1.71 49,087.50 84,096.09

2.4 Urugan Pasir M3 2.85 311,008.50 886,218.72

3 PEKERJAAN BETON & PASANGAN 118,293,747.31

3.1 Lantai kerja beton 1 PC : 3 Ps : 5 Kr, tebal 10 cm M3 2.85 2,053,496.27 5,851,437.62

3.2 Beton bertulang 1 PC : 1,5 Ps : 2,5 Kr untuk :

- Pondasi M3 2.71 6,475,684.26 17,528,058.36 - Kolom M3 2.00 7,277,159.38 14,539,764.45 - Plat Lantai M3 11.00 5,561,219.88 61,173,418.70 - Plat Dinding M3 2.33 7,484,604.81 17,412,933.08 3.3 Afwerking beton M2 45.50 39,299.67 1,788,135.10 4 PEKERJAAN BAJA 400,572,922.60

4.1 Plat Baja tebal 10 mm untuk :

- Plat Lantai Kg 3,170.02 26,613.13 84,364,032.06

- Plat Dinding Kg 7,396.70 26,613.13 196,849,408.14

- Plat Atap Kg 3,170.02 26,613.13 84,364,032.06

4.2 Plat Baja tebal 8 mm untuk :

- Plat Dinding Sekat Kg 1,314.97 26,613.13 34,995,450.34

5 PEKERJAAN PERPIPAAN 31,593,855.50

5.1 Pengadaan / Pemasangan Pipa Inlet 8,925,370.00

- Wallpipe GI DN 100 mm - 0,60 m (Fl/Fl) unit 1.00 1,470,290.00 1,470,290.00

- Pipa GI DN 100 mm m1 6.00 349,340.00 2,096,040.00

- Bend GI DN 100 mm/90 degree (Fl/Fl) unit 3.00 482,730.00 1,448,190.00

NO URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN JUMLAH HARGA_{( Rp ) ( Rp )}

- Gate Valve Cl DN 100 mm (Flanged Joint) unit 1.00 1,861,800.00 1,861,800.00

- Flange Ring DN 100 mm unit 2.00 137,120.00 274,240.00

- Karet Packing DN 100 mm unit 9.00 22,750.00 204,750.00

- Baut + Moor dia. 4/8" x 3" unit 72.00 6,600.00 475,200.00

- Pabrikasi, Pemasangan dan alat bantu kerja unit 1.00 1,338,805.50 1,338,805.50

5.2 Pengadaan / Pemasangan Pipa Outlet 7,340,880.00

- Wallpipe GI DN 100 mm - 0,60 m (Fl/Fl) unit 1.00 1,470,290.00 1,470,290.00

- Pipa GI DN 100 mm m1 2.00 349,340.00 698,680.00

- Bend GI DN 100 mm/90 degree (Fl/Fl) unit 2.00 482,730.00 965,460.00

- Flange Socket DN 100 mm unit 1.00 327,940.00 327,940.00

- Strainer DN 100 mm (Flanged Joint) unit 1.00 1,364,720.00 1,364,720.00

- Gate Valve Cl DN 100 mm (Flanged Joint) unit 1.00 1,861,800.00 1,861,800.00

- Flange Ring DN 100 mm unit 2.00 137,120.00 274,240.00

- Karet Packing DN 100 mm unit 5.00 22,750.00 113,750.00

- Baut + Moor dia. 4/8" x 3" unit 40.00 6,600.00 264,000.00

- Pabrikasi, Pemasangan dan alat bantu kerja unit 1.00 1,101,132.00 1,101,132.00

5.3 Pengadaan / Pemasangan Pipa Drain + Over Flow 7,190,120.00

- Pipa GI DN 100 mm (Flanged Joint) m1 4.00 349,340.00 1,397,360.00

- Bend GI DN 100 mm/90 degree (Fl/Fl) unit 12.00 482,730.00 5,792,760.00

- Wallpipe GI DN 100 mm - 0,60 m (Fl/Sp) unit 2.00 839,950.00 1,679,900.00

- Gate Valve Cl DN 100 mm (Flanged Joint) unit 1.00 1,861,800.00 1,861,800.00

- Flange Ring DN 100 mm unit 4.00 137,120.00 548,480.00

- Karet Packing DN 100 mm unit 7.00 22,750.00 159,250.00

- Baut + Moor dia. 4/8" x 3" unit 56.00 6,600.00 369,600.00

- Pabrikasi, Pemasangan dan alat bantu kerja unit 1.00 1,078,518.00 1,078,518.00

6 PEKERJAAN LAIN - LAIN 6,383,995.20

6.1 Manhole cover lengkap termasuk kunci Unit 2.00 750,000.00 1,500,000.00

6.2 Ventilasi Pipa DN 75 mm lengkap. Unit 3.00 587,998.40 1,763,995.20

6.3 Tangga (pipa GI DN 40 mm) lengkap - luar Unit 1.00 900,000.00 900,000.00

6.4 Tangga (pipa GI DN 40 mm) lengkap - dalam Unit 2.00 750,000.00 1,500,000.00

6.5 Plat dudukan tanki Unit 8.00 40,000.00 320,000.00

6.6 Baut Angkur dia. 5/8" x 10" Unit 20.00 20,000.00 400,000.00

7 PEKERJAAN FINISHING 13,883,611.00

7.1 Pengecatan Besi dengan Cat Besi - Jotun M2 356.34 34,801.25 12,400,920.82

7.2 Pengecatan dinding dengan Cat Minyak M2 47.05 31,513.08 1,482,690.18

JUMLAH 1 - 7 ( UNTUK 1 UNIT ) 592,208,616.11

DAFTAR KUANTITAS DAN HARGA

Program : Pengembangan Kinerja Pengelolaan Air Minum dan Air Limbah

Kegiatan : Pembangunan Jaringan Air Bersih

Pekerjaan : Perencanaan Teknis Pengembangan SPAM Kawasan Tuapejat

Lokasi : Kabupaten Kepulauan Mentawai

Tahun : 2019

NO URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN JUMLAH HARGA_{( Rp ) ( Rp )}

E JARINGAN PIPA TRANSMISI 1,209,489,014.72

1 PEKERJAAN PENDAHULUAN 36,720,197.71

1.1 Pengukuran Ulang dan Pembuatan Shop drawing M1 700.00 2,457.43 1,720,197.71

1.2 Transportasi material dari gudang penumpukan ke

lokasi pekerjaan / pemasangan :

Pipa m1 700.00 50,000.00 35,000,000.00

Fitting dan Accessories Unit - 15,000.00 -

2 PEKERJAAN TANAH -

2.1 Galian tanah biasa untuk pemasangan pipa HDPE

- OD 110 mm ( ND 4" ) M1 - 22,392.56 -

- OD 160 mm ( ND 6" ) M1 - 22,392.56 -

2.2 Urugan tanah kembali bekas galian,dipadatkan

untuk pemasangan pipa HDPE

- OD 110 mm ( ND 4" ) M1 - 15,815.99 -

- OD 160 mm ( ND 6" ) M1 - 15,815.99 -

3 PENGADAAN / PEMASANGAN PIPA, FITTING DAN ACCESSORIES 968,295,486.25

3.1 Pengadaan / Pemasangan Pipa GI ( Flanged Joint )

Standard SNI - 0039-2013 Class MEDIUM

- ND 75 mm ( 3" ) M1 319,273.08 -

- ND 100 mm ( 4" ) M1 - -

- ND 150 mm ( 6" ) M1 694,108.25 -

- ND 200 mm ( 8" ) M1 700.00 1,281,893.25 897,325,275.00

3.2 Pengadaan / Pemasangan Pipa HDPE PE 100, PN 10, SDR 17

Butt Fusion ( SNI 06-4829-2005 )

- OD 90 mm ( ND 3" ) M1

- OD 110 mm ( ND 4" ) M1 139,898.00 -

- OD 160 mm ( ND 6" ) M1 287,702.25 -

- OD 225 mm ( ND 8" ) M1 - -

112.00

3.3 Pengadaan / Pemasangan Tee GI All Flange

Diameter Nominal 150 x 100 mm Bh - 1,319,133.20 -

3.4 Pengadaan / Pemasangan Gate Valve

- ND 100 mm ( 4" ) Bh 2,321,032.18 -

- ND 200 mm ( 8" ) Bh 2.00 11,599,647.13 23,199,294.25

3.5 Pengadaan / Pemasangan Box Street CI