REKAPITULASI BIAYA. Kegiatan : Pengembangan Jaringan Perpipaan ( Prioritas ) Paket : Lokasi : Kec. Muara Wahau Desa Karya Bhakti Tahun Anggaran : 2021

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Kegiatan

: Pengembangan Jaringan Perpipaan ( Prioritas )

Paket

:

Lokasi

: Kec. Muara Wahau Desa Karya Bhakti

Tahun Anggaran

: 2021

JUMLAH HARGA

(Rp.)

1 3

1 PEKERJAAN PERPIPAAN DAN ACCESSORIES

5,375,763,101.88

A

5,375,763,101.88

B

5,375,763,000.00

C

537,576,300.00

D

5,913,339,300.00

Terbilang

:

Sangatta, 30 Desember 2019

Diketahui Oleh,

Dibuat Oleh,

Direktur

SUPARJAN, ST

YAYAN NURYANA, ST

NIK. 640 207 043

PPN 10 %

TOTAL

LIMA MILYAR SEMBILAN RATUS TIGA BELAS JUTA TIGA RATUS TIGA PULUH

SEMBILAN RIBU TIGA RATUS RUPIAH

JUMLAH

PEMBULATAN

Kasubag. Perencanaan dan Pengawasan

Teknik

REKAPITULASI BIAYA

No.

URAIAN PEKERJAAN

2

Pengadaan dan Pemasangan Jaringan Pipa HDPE Ø 160 mm - Ø 90 mm

PEMERINTAH KABUPATEN KUTAI TIMUR

PERUSAHAAN DAERAH AIR MINUM

TIRTA TUAH BENUA KUTAI TIMUR

Jln.Papa Charlie No. 03 RT. 04 Kabo Jaya Swarga Bara, Telp/Fax : 0549-2027255

Website : pdam-kutaitimur.com EMAIL : admin@pdam-kutaitimur.com

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Kegiatan : Pengembangan Jaringan Perpipaan ( Prioritas )

Paket : Pengadaan dan Pemasangan Jaringan Pipa HDPE Ø 160 mm - Ø 90 mm

Lokasi : Kec. Muara Wahau Desa Karya Bhakti

Tahun Aggaran : 2021

Harga Satuan Jumlah Harga

(Rp.) (Rp.)

1 3 4 5 6

I. PEKERJAAN PERPIPAAN DAN ACCESSORIES

I. 1 PENGADAAN DAN PEMASANGAN PIPA

1 Pipa HDPE Ø 160 mm, S 8 - SDR 17 (PN 10/PE100) :

a. Pengadaan Pipa M 4,526.00 550,000.00 2,489,300,000.00

b. Pemasangan Pipa M 4,526.00 116,563.50 527,566,401.00

a. Pengadaan Pipa M 3,085.00 200,000.00 617,000,000.00

a. Pengadaan Pipa M 6,400.00 151,500.00 969,600,000.00

5,165,846,423.88

I. 2 PEKERJAAN ACCESSORIES PIPA

1 Unequal Tee Segmented Ø 160 mm x 110 mm Bh 1.00 1,061,450.00 1,061,450.00

2 Unequal Tee Segmented Ø 160 mm x 90 mm Bh 1.00 1,041,900.00 1,041,900.00

3 Tee Reducer Coupler Ø 110 mm x 90 mm Bh 1.00 2,161,500.00 2,161,500.00

4 Dresser Joint Ø 160 mm Bh 1.00 1,250,000.00 1,250,000.00

5 Tee Coupler Ø 110 mm Bh 1.00 1,580,000.00 1,580,000.00

6 Tee Coupler Ø 90 mm Bh 7.00 1,059,000.00 7,413,000.00

7 Gate Valve (Type Resilient, Merk: AVK) Ø 160 mm Bh 4.00 14,176,460.00 56,705,840.00

10 Stub Flange Ø 160 mm Bh 8.00 1,321,100.00 10,568,800.00 11 Flange Coupler Ø 110 mm Bh 6.00 1,688,200.00 10,129,200.00 12 Flange Coupler Ø 90 mm Bh 12.00 1,430,600.00 17,167,200.00 13 Dop HDPE Ø 110 mm Bh 1.00 1,123,500.00 1,123,500.00 14 Dop HDPE Ø 90 mm Bh 7.00 522,000.00 3,654,000.00 15 Street Box Bh 13.00 750,000.00 9,750,000.00 209,916,678.00 5,375,763,101.88 Jumlah I

RENCANA ANGGARAN BIAYA

2

Jumlah Sub Total I.1

Jumlah Sub Total I.2

Satuan Volume

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SK AL A : N AM A G AM B AR : KE G IA TA N : LO KA SI : KE TE R A N G AN : PE_R E N C A N A A N P E N G A D A A N D A N P E M A S A N G A N J A R IN G A N P IP A H D P E Ø 16 0 m m , Ø 11 0 m m & Ø 90 m m K E C A M A T A N M U A R A W A H A U D E S A K A R Y A B H A K T I Pip a E xis tin g H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 10 m m Pip a R en ca na H D PE Ø 9 0 m m D IP ER IK SA O LE H : K EP AL A S U B B AG IA N PE R EN CA N AA N D A N P EN G AW AS AN T EK N IK Y A Y A N N U R Y A N A , S .T N IK . 6 40 2 07 0 43 D IB U A T O LE H : PE LA KS AN A K ER JA BA G IA N P ER EN CA N AA N T EK N IK H A R R Y P U R N A W A N . S , S S T N IK . 6 40 2 18 1 88 D E S A K A R Y A B H A K T I JL. AH MAD Y ANI JL. AHMAD YANI JL . AHMAD YANI KAN TOR PELAYAN PDAM UN IT MUARA WAHAU IP A M. W AH AU P U SKE SM A S PD C IN TAK E JL. AHMAD YANI JL. AHMAD Y ANI S MKN 1 M UAR A W AHA U P IPA HDPE D IA. 160 MM , P = 4.526 METER

PIPA HD PE D IA. 11 0 MM , P = 650 METER

P IPA HDPE DIA . 110 MM , P = 1 .195 METER PIPA HDPE DIA. 90 MM , P = 1.0 00 M ETER

PIPA HD PE D IA. 11 0 MM , P = 80 METER

P IPA HDPE DIA . 90 MM , P = 470 METER

PIPA HDPE DIA. 110 MM, P = 1.160 METER PIPA HDPE DIA. 9 0 MM, P = 120 METER

P IPA HDPE DIA. 90 MM , P = 1.550 M ETER

PIPA HDPE DIA. 9 0 MM, P = 860 METER

PIPA HDPE DIA. 9 0 MM, P = 120 METER PIPA HD PE DIA. 90 MM, P = 600 METER PIPA HDPE DIA. 90 MM, P = 530 METER

PIPA HDPE DIA. 90 MM , P = 7 00 M ETER P IPA HDPE DIA. 90 MM , P = 570 MET ER JL. AHM AD YANI D E S A W A H A U B A R U

U

D E S A W A N A S A R I D E S A M A R G A M U L Y A LA Y O U T K E C A M A T A N M U A R A W A H A U

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SK AL A : N AM A G AM B AR : KE G IA TA N : LO KA SI : KE TE R A N G AN : PE_R E N C A N A A N P E N G A D A A N D A N P E M A S A N G A N J A R IN G A N P IP A H D P E Ø 16 0 m m , Ø 11 0 m m & Ø 90 m m K E C A M A T A N M U A R A W A H A U D E S A K A R Y A B H A K T I D IP ER IK SA O LE H : K EP AL A S U B B AG IA N PE R EN CA N AA N D A N P EN G AW AS AN T EK N IK Y A Y A N N U R Y A N A , S .T N IK . 6 40 2 07 0 43 D IB U A T O LE H : PE LA KS AN A K ER JA BA G IA N P ER EN CA N AA N T EK N IK H A R R Y P U R N A W A N . S , S S T N IK . 6 40 2 18 1 88

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JL . A H M A D Y A N I JL.C ENDRAWASIH IP A M . W A H A U P U S K E_S M A S P D C JL_{. A} H MAD Y ANI JL . A H M A D Y A N I P IP A H D P E D IA . 1 6 0 M M , P = 4 .5 26 M E T E R

PIPA HDPE DIA. 110 MM, P = 650 METER P IP A H D P E D IA . 1 1 0 M M , P = 1 .1 95 M E T E R P IP A H D P E D IA . 9 0 M M , P = 1 .0 00 M E T E R

PIPA HDPE DIA. 110 MM, P = 80 METER P IP A H D P E D IA . 90 M M , P = 4 70 M E T E R

PIPA HDPE DIA. 110 MM, P = 1.160 METER PIPA HDPE DIA. 90 MM, P = 120 METER

P IP A H D P E D_IA . 9 0 M M , P = 1_.5 50_M E T E R

PIPA HDPE DIA. 90 MM, P = 860 METER

PIPA HDPE DIA. 90 M_{M, P = 530 METER}

P IP A H D P E D IA . 9 0 M M , P = 7 00 M E T E R P IP A H D P E D IA . 9 0 M M , P = 5 70 M E T E R JL . A H M AD Y AN I

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Pip a E xis tin g H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 10 m m Pip a R en ca na H D PE Ø 9 0 m m S MK N 1 M U AR A W AH AU

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L A Y O U T K E C A M A T A N M U A R A W A H A U D E S A K A R Y A B H A K T I

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JL_{. A} H M AD_Y ANI JL . A H M A D Y A N I JL .BE TE T JL. CE N D R AW AS IH IP A M . W A H A U P U S K E_S M A_S P D_C JL_{. A} HM AD_Y AN_I JL . A H M A_D Y A N I P IP A H D P E D IA . 1 60 M M , P = 4 .5 2 6 M E T E R

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JU N C T IO N 1 - D re ss e r J oin t Ø 1 60 m m 1 b h - G ate V alv e Ø 1 60 m m 1 b h - F la ng e Ø 1 60 m m 2 b h - S tre et Bo x 1 bh JU N C T IO N 2 - G ate V alv e Ø 1 60 m m 1 b h - F la ng e Ø 1 60 m m 2 b h - S tre et Bo x 1 bh JU N C T IO N 3 - G ate V alv e Ø 1 60 m m 1 b h - F la ng e Ø 1 60 m m 2 b h - S tre et Bo x 1 bh JU N C T IO N 4 - G ate V alv e Ø 1 60 m m 1 b h - F la ng e Ø 1 60 m m 2 b h - S tre et Bo x 1 bh Pip a E xis tin g H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 10 m m Pip a R en ca na H D PE Ø 9 0 m m JU N C T IO N 5 - U ne qu al Te e S eg m en te d Ø 1 60 m m x Ø 11 0 m m 1 b h - G ate V alv e Ø 1 10 m m 1 b h - F la ng e C ou ple r Ø 11 0 m m 2 b h - S tre et Bo x 1 bh JL. KOMODO

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A CC ES O R IE S : G a te V a lv e Ø 1 60 m m U n e q u a l T e e S e g m e n te d Ø 1 60 m m x Ø 1 10 m m D re ss e r J o in t Ø 1 60 m m F la n g e Ø 1 60 m m S tre e t B ox G a te V a lv e Ø 1 10 m m F la n g e Ø 1 10 m m

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JL . A H M A D Y A N I P IP A H D P E D IA . 1 6 0 M M , P = 4 .5 26 M E T E R

P IP A H D P E D IA . 1 1 0 M M , P = 1 .1 95 M E T E R P IP A H D P E D IA . 9 0 M M , P = 1 .0 00 M E T E R

JL . A H M A D Y A N I JL . B A N T E N JL. KOMODO JL. BOGOR Pip a E xis tin g H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 10 m m Pip a R en ca na H D PE Ø 9 0 m m S M K N 1 M U A R A W A H AU

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- T ee C ou ple r Ø 11 0 m m 1 b h - D op Ø 9 0 m m 1 b h - D op Ø 1 10 m m 1 b h - D op Ø 9 0 m m 1 b h JU N C T IO N 5 JU N C T IO N 6 JU N C T IO N 8 JU N C T IO N 7 JU N C T IO N 9 JU N C T IO N 1 1 JU N C T IO N 1 2 JU N C T IO N 1 3 JU N C T IO N 1 0 A CC ES O R IE S : G a te V a lv e Ø 9 0 m m U n e q u a l T e e S e g m e n te d Ø 1 60 m m x Ø 1 10 m m D re ss e r J o in t Ø 1 60 m m F la n g e Ø 1 10 m m G a te V a lv e Ø 1 10 m m F la n g e Ø 9 0 m m U n e q u a l T e e S e g m e n te d Ø 1 60 m m x Ø 9 0 m m S tre e t B ox D o p Ø 1 10 m m D op Ø 9 0 m m U n e q u a l T e e S e g m e n te d Ø 1 10 m m x Ø 9 0 m m T e e C o u p le r Ø 1 10 m m T e e C o u p le r Ø 9 0 m m

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P IP A H_D P E D IA . 9 0 M M , P = 1 .5 50 M E T E R PIPA HDPE DIA. 90 MM, P = 860 METER

PIPA HDPE DIA. 90 MM, P = 600 MET ER PIPA HDPE DIA. 90 MM, P =

530 METER P IP A H D P E D IA . 9 0 M M , P = 7 00 M E T E R P IP A H D P E D IA . 9 0 M M , P = 5 70 M E T E R JL. BOGOR JL . C IP A N A S JL . B A L IK P A_P A N JL . S A M A R IN D A JL . J A K A R T_A JL. PURWOKERTO JL. MEDAN JL. WONOSOBO JL. WONOSOBO JL . B O G O R JL . N U S A N T A R A JL . S_E M A R A N G Pip a E xis tin g H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 10 m m Pip a R en ca na H D PE Ø 9 0 m m

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JU N C T IO N 1 3 JU N C T IO N 1 4 JU N C T IO N 1 5 JU N C T IO N 1 6 JU N C T IO N 1 7 JU N C T IO N 1 8 JU N C T IO N 1 9 JU N C T IO N 2 0 JU N C T IO N 2 1 A CC ES O R IE S : G a te V a lv e Ø 9 0 m m U n e q u a l T e e S e g m e n te d Ø 1 60 m m x Ø 1 10 m m D re ss e r J o in t Ø 1 60 m m F la n g e Ø 1 10 m m G a te V a lv e Ø 1 10 m m F la n g e Ø 9 0 m m U n e q u a l T e e S e g m e n te d Ø 1 60 m m x Ø 9 0 m m S tre e t B ox D o p Ø 1 10 m m D op Ø 9 0 m m U n e q u a l T e e S e g m e n te d Ø 1 10 m m x Ø 9 0 m m T e e C o u p le r Ø 1 10 m m T e e C o u p le r Ø 9 0 m m

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PIPA HDPE DIA. 90 MM, P =

120 METER

PIPA HDPE DIA. 90 MM, P =

860 METER

PIPA HDPE DIA. 90 M

_{M, P = 530 METER}

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JU N C T IO N 1 3 JU N C T IO N 1 4 JU N C T IO N 1 5 JU N C T IO N 1 6 JU N C T IO N 1 9 JU N C T IO N 2 0 JU N C T IO N 2 1 A CC ES O R IE S : G a te V a lv e Ø 9 0 m m F la n g e Ø 9 0 m m S tre e t B ox D o p Ø 1 10 m m D op Ø 9 0 m m T e e C o u p le r Ø 9 0 m m

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SK AL A : N AM A G AM B AR : KE G IA TA N : KE TE R A N G AN : PE_R E N C A N A A N P E N G A D A A N D A N P E M A S A N G A N J A R IN G A N P IP A H D P E Ø 16 0 m m , Ø 11 0 m m & Ø 90 m m K E C A M A T A N M U A R A W A H A U D E S A K A R Y A B H A K T I D IP ER IK SA O LE H : K EP AL A S U B B AG IA N PE R EN CA N AA N D A N P EN G AW AS AN T EK N IK Y A Y A N N U R Y A N A , S .T N IK . 6 40 2 07 0 43 D IB U A T O LE H : PE LA KS AN A K ER JA BA G IA N P ER EN CA N AA N T EK N IK H A R R Y P U R N A W A N . S , S S T N IK . 6 40 2 18 1 88

U

P IP A H_D P E D IA . 9₀ M M , P = 1_.5 50 M E_T E_R PIPA HDPE DIA. 90 MM, P = 860 METER

PIPA HDPE DIA. 90 M_{M, P = 530 METER}

JL. BOGOR JL . C IP A N A S JL . J A K A R T A JL. PURWOKERTO JL. MEDAN JL. WONOSOBO JL. WONOSOBO JL . B O G O R JL . N U S A N T A R A JL . S E M A R A N G Pip a E xis tin g H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 60 m m Pip a R en ca na H D PE Ø 1 10 m m Pip a R en ca na H D PE Ø 9 0 m m

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JU N C T IO N 1 5 JU N C T IO N 1 6 JU N C T IO N 1 7 JU N C T IO N 1 3 JU N C T IO N 1 8 JU N C T IO N 1 9 JU N C T IO N 2 0 JU N C T IO N 2 1 A CC ES O R IE S : G a te V a lv e Ø 9 0 m m F la n g e Ø 9 0 m m S tre e t B ox D o p Ø 1 10 m m D op Ø 9 0 m m T e e C o u p le r Ø 9 0 m m