Ditemukan 2835 data
68 — 14
Flanged Socket @1,00 bh 163.125,00 163.125,0043. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee = 2,00 bh 177.500,00 355.000,00PVC @ 4 x 35. All Socket Tee 1,00 bh 185.000,00 185.000,00PVC 4 x 46. All Socket Tee 2,00 bh 148.000,00 296.000,00PVC @ 3 x 37. All Socket Tee 2,00 Bh 85.000,00 170.000,00PVC 28. Gate Valve @ 4 1,00 bh 1.495.312,50 1.495.312,509. Dop PVC @3 /2,00 Bh /38.062,50 76.125,0010.;Dop PVC @ 2 2,00 bh 32.625,00 65.250,0011.
181.863.25 545.589.75PEK.ACCESSIRIESPENGURASAll Flanged Gate 1,00 Bh /1.495.312,50 1.495.312,50Valve @ 4All Flanged tee 1,00 Bh 525.000,00 525.000,00PVC @4Flanged Socket 1,00 Bh 163.125,00 163.125,00PVC @ 4Flanged Sigot 1,00 Bh 163.125,00 163.125,00PVC 4All Flanged Bend 1,00 Bh 375.000,00 375.000,00PVC @ 4Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 40,00 Bh 8.775,00 351.000,0034.302.394,06Pembuatan 1,00 PktBlock BetonGalian Tanah 3,00 M3 24.990,00 74.970,00BiasaUrugan Tanah 1,00 M3 11.980,00
Flanged Socket 4 1,00 bh 163.125,00 163.125,003. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee PVC @ 4 x @/2,00 bh 177.500,00 355.000,0035. All Socket Tee PVC @ 4 x @1,00 bh 185.000,00 185.000,0046. All Socket Tee PVC @ 3 x @2,00 bh 148.000,00 296.000,0037. All Socket Tee PVC @ 2 2,00 Bh 85.000,00 170.000,008. Gate Valve 4 1,00 bh 1.495.312,501.495.312,509. Dop PVC @ 3 2,00 Bh 38.062,50 =76.125,0010. Dop PVC @ 2 2,00 bh = /32.625,00 65.250,0011.
ACCESSIRIESPENGURASAll Flanged Gate Valve @ 4 1,00 Bh 1.495.312,50 1.495.312,50All Flanged tee PVC @ 4 1,00 Bh = 525.000,00 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @ 4 1,00 Bh = 375.000,00 375.000,00Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,00 4.302.394,06.
ACCESSIRIESPENGURASAll Flanged Gate Valve /1,00 Bh 1.495.312,50 1.495.312,50g4All Flanged tee PVC @ 4 1,00 Bh 525.000,00 = 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @/1,00 Bh 375.000,00 = 375.000,00APaking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06Pembuatan Block 1,00 PktBetonGalian Tanah Biasa 3,00 M3 24.990,00 74.970,00Urugan Tanah 1,00 M3 11.980,00 11.980,00Beton
364 — 7
22 cm volume = 0, 035 M3 ;3) Panjang = 0,90 M diameter = 28 cm volume = 0, 061 M3 ;4) Panjang = 0,90 M diameter = 26 cm volume = 0, 054 M3 ;5) Panjang = 0,80 M diameter = 43 cm volume = 0, 11 M3 ;6) Panjang = 0,70 M diameter = 30 cm volume = 0, 05 M3 ;7) Panjang = 0,80 M diameter = 43 cm volume = 0, 11 M3 ;8) Panjang = 0,70 M diameter = 42 cm volume = 0, 09 M3 ;9) Panjang = 0,60 M diameter = 52 cm volume = 0, 12 M3;10) Panjang = 0,90 M diameter = 42 cm volume = 0, 12 M3 ;11) Panjang = 1,00
M diameter = 33 cm volume = 0, 09 M3 ;12) Panjang = 1,00 M diameter = 38 cm volume = 0, 12 M3 ;13) Panjang = 1,00 M diameter = 45 cm volume = 0, 16 M3 ;14) Panjang = 0,70 M diameter = 53 cm volume = 0, 15 M3 ;15) Panjang = 0,70 M diameter = 56 cm volume = 0, 17 M3 ;16) Panjang = 0,60 M diameter = 34 cm volume = 0, 05 M3 ;17) Panjang = 0,90 M diameter = 36 cm volume = 0, 09 M3 ;18) Panjang = 0,60 M diameter = 32 cm volume = 0, 05 M3 ;19) Panjang = 0,70 M diameter = 44 cm volume = 0, 10 M3
;20) Panjang = 0,90 M diameter = 56 cm volume = 0, 21 M3 ;21) Panjang = 0,60 M diameter = 46 cm volume = 0, 10 M3 ;22) Panjang = 0,60 M diameter = 48 cm volume = 0, 10 M3 ;23) Panjang = 0,60 M diameter = 54 cm volume = 0, 13 M3 ;24) Panjang = 1,00 M diameter = 46 cm volume = 0, 17 M3 ;25) Panjang = 0,60 M diameter = 42 cm volume = 0, 08 M3 ;26) Panjang = 0,60 M diameter = 38 cm volume = 0, 07 M3 ;27) Panjang = 0,60 M diameter = 32 cm volume = 0, 05 M3 ;28) Panjang = 1,10 M diameter = 31
cm volume = 0, 09 M3 ;29) Panjang = 1,00 M diameter = 34 cm volume = 0, 09 M3 ;30) Panjang = 0,80 M diameter = 35 cm volume = 0, 08 M3 ;31) Panjang = 0,60 M diameter = 38 cm volume = 0, 07 M3 ;32) Panjang = 1,00 M diameter = 36 cm volume = 0, 10 M3 ;33) Panjang = 1,10 M diameter = 38 cm volume = 0, 13 M3 ;34) Panjang = 0,70 M diameter = 40 cm volume = 0, 09 M3 ;35) Panjang = 1,10 M diameter = 32 cm volume = 0, 09 M3 ;36) Panjang = 1,00 M diameter = 32 cm volume = 0, 08 M3 ;37) Panjang =
M diameter = 33 cm volume = 0,09 M3 ;12) Panjang = 1,00 M diameter = 38 cm volume = 0,12 M3;13) Panjang = 1,00 M diameter = 45 cm volume = 0, 16 M3;14) Panjang = 0,70 M diameter = 53 cm volume = 0,15 M3 ;15) Panjang = 0,70 M diameter = 56 cm volume = 0,17 M3;16) Panjang = 0,60 M diameter = 34 cm volume = 0,05 M3 ;17) Panjang = 0,90 M diameter = 36 cm volume = 0,09 M3 ;18) Panjang = 0,60 M diameter = 32 cm volume = 0,05 M3 ;19) Panjang = 0,70 M diameter = 44 cm volume = 0,10 M3 ;20) Panjang = 0,90
= 35 cm volume = 0,08 M3 ;Panjang = 0,60 M diameter = 38 cm volume = 0,07 M3Panjang = 1,00 M diameter = 36 cm volume = 0,10 M3 ;Panjang = 1,10 M diameter = 38 cm volume = 0,13 M3 ;Panjang = 0,70 M diameter = 40 cm volume = 0,09 M3 ;Panjang = 1,10 M diameter = 32 cm volume = 0,09 M3 ;Panjang = 1,00 M diameter = 32 cm volume = 0,08 M3 ;Panjang = 1,10 M diameter = 43 cm volume = 0, 16 M3 ;1 (satu) unit KBM Truck Mitsubishi Colt Diesel No.Pol.
= 35 cm volume = 0,08 M3 ;Panjang = 0,60 M diameter = 38 cm volume = 0,07 M3 ;Panjang = 1,00 M diameter = 36 cm volume = 0,10 M3 ;Panjang = 1,10 M diameter = 38 cm volume = 0,13 M3;Panjang = 0,70 M diameter = 40 cm volume = 0,09 M3 ;Panjang = 1,10 M diameter = 32 cm volume = 0,09 M3 ;Panjang = 1,00 M diameter = 32 cm volume = 0,08 M3 ;Panjang = 1,10 M diameter = 43 cm volume = 0, 16 M3 ;1 (satu) unit KBM Truck Mitsubishi Colt Diesel No.Pol.
= 1,00 M diameter = 34 cm volume = 0,09 M3 ;30) Panjang = 0,80 M diameter = 35 cm volume = 0,08 M3 ;31) Panjang = 0,60 M diameter = 38 cm volume = 0,07 M3 ;32) Panjang = 1,00 M diameter = 36 cm volume = 0,10 M3 ;33) Panjang = 1,10 M diameter = 38 cm volume = 0,13 M3 ;34) Panjang = 0,70 M diameter = 40 cm volume = 0,09 M3;35) Panjang = 1,10 M diameter = 32 cm volume = 0,09 M3 ;36) Panjang = 1,00 M diameter = 32 cm volume = 0,08 M3 ;b)1637) Panjang = 1,10 M diameter = 43 cm volume = 0,16 M3 ;1 (satu
= 1,00 M diameter = 34 cm volume = 0,09 M3 ;30) Panjang = 0,80 M diameter = 35 cm volume = 0,08 M3 ;31) Panjang = 0,60 M diameter = 38 cm volume = 0,07 M3 ;32) Panjang = 1,00 M diameter = 36 cm volume = 0, 10 M3 ;33) Panjang = 1,10 M diameter = 38 cm volume = 0, 13 M3 ;34) Panjang = 0,70 M diameter = 40 cm volume = 0,09 M3 ;35) Panjang = 1,10 M diameter = 32 cm volume = 0,09 M3 ;36) Panjang = 1,00 M diameter = 32 cm volume = 0, 08 M3 ;37) Panjang = 1,10 M diameter = 43 cm volume = 0, 16 M3 ;b) 1
77 — 34
Direksi Keet 1,00 M 904.000,00 904.000,003. Papan Proyek 1,00 Bh 335.610,00 335.610,004. Pengukuran Lokasi/ Uizet 1,00 Ls 730.000,00 730.000,00IL PEKERJAAN NORMALISASI1. Galian Tanah dengan alatberat 7.50230 M 23.321,03 174.961.369,80I PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 135.850,00 135.850,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 950.000,00 900.000,003. Papan Proyek 1,00 Bh 336.539,00 335.742,004. Pengukuran Lokasi/ Uizet 1,00 Ls 700.000,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,30 M 23.321,68 174.966.250,58Il PEKERJAAN LAINLAIN1. Demobilis asi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 950.000,00 950.000,003. Papan Proyek 1,00 Bh 336.132,50 336.132,504. Pengukuran Lokasi/ Uizet 1,00 Ls 719.000,00 719.000,00IL PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat7.502,30 M 23.323,31 174.966.250,58Il PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.695,00 189.695,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi/ Uizet 1,00 Ls 745.500,00 745.500,00IL PEKERJAAN NORMALISASI1. Galian Tanah dengan alatberat 7.502,30 M 23.321,68 174.966.250,58Ill PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi/ Uizet 1,00 Ls 745.500,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.50230 M3 23.321,68 174.966.250,58Ill PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
53 — 32
Direksi Keet 1,00 M 904.000,00 904.000,003. Papan Proyek 1,00 Bh 335.610,00 335.610,004. Pengukuran Lokasi/ Uizet 1,00 Ls 730.000,00 730.000,00IL PEKERJAAN NORMALISASI1. Galian Tanah dengan alatberat 7.502,30 M 23.321,03 174.961.369,80Ill PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 135.850,00 135.850,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 950.000,00 900.000,003. Papan Proyek 1,00 Bh 336.539,00 335.742,004. Pengukuran Lokasi/ Uizet 1,00 Ls 700.000,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,30 M 23.321,68 174.966.250,58Il PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004.
Direksi Keet 1,00 M 950.000,00 950.000,003. Papan Proyek 1,00 Bh 336.132,50 336.132,504. Pengukuran Lokasi/ Uizet 1,00 Ls 719.000,00 719.000,00IL PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat7.502,30 M 23.323,31 174.966.250,58Il PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.695,00 189.695,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi/ Uizet 1,00 Ls 745.500,00 745.500,00IlL PEKERJAAN NORMALISASI1. Galian Tanah dengan alatberat 7.502,30 M 23.321,68 174.966.250,58Il PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi/ Uizet 1,00 Ls 745.500,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alatberat 7.50230 M3 23.321,68 174.966.250,58lll PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
Terbanding/Pembanding/Penuntut Umum : PALUPI WIRYAWAN, SH
58 — 22
181.863.25 545.589.75PEK.ACCESSIRIESPENGURASAll Flanged 1,00 Bh 1.495.312,50 1.495.312,50Gate Valve @ 4All Flanged tee 1,00 Bh 525.000,00 525.000,00PVC @ 4Flanged Socket 1,00 Bh 163.125,00 163.125,00PVC @ 4Flanged Sigot 1,00 Bh 163.125,00 163.125,00PVC @ 4All Flanged 1,00 Bh 375.000,00 375.000,00Bend PVC @ 4 Paking Karet @ 5,00 Bh 17.500,00 87.500,00AMur Baut 5/8 40,00 Bh 8.775,00 351.000,0034.302.394,06Pembuatan 1,00 PktBlock BetonGalian Tanah 3,00 M3 24.990,00 74.970,00BiasaUrugan Tanah 1,00 M2
Flanged Socket @ 4 1,00 bh 163.125,00 163.125,003. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee PVC 4 x 2,00 bh 177.500,00 355.000,00GO 35. All Socket Tee PVC 4 x 1,00 bh 185.000,00 185.000,00@ 46. All Socket Tee PVC @ 3 x 2,00 bh 148.000,00 296.000,00QO 37. All Socket Tee PVC @ 2 2,00 Bh 85.000,00 170.000,008. Gate Valve O 4 1,00 bh 1.495.312,50 1.495.312,509.
ACCESSIRIESPENGURASAll Flanged Gate Valve 4 1,00 Bh 1.495.312,50 1.495.312,50All Flanged tee PVC @ 4 1,00 Bh 525.000,00 525.000,00Flanged Socket PVC 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC 4 1,00 Bh 375.000,00 375.000,00Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06.
ACCESSIRIESPENGURASAll Flanged Gate Valve 1,00 Bh 1.495.312,5 1.495.312,50@ 4 0All Flanged tee PVC 1,00 Bh 525.000,00 525.000,00AFlanged Socket PVC @ 1,00 Bh 163.125,00 163.125,00AFlanged Sigot PVC 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC 1,00 Bh 375.000,00 375.000,00OAPaking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06Pembuatan Block 1,00 PktBetonGalian Tanah Biasa 3,00 M? 24.990,00 74.970,00Urugan Tanah 1,00 M?
88,90 44,05 45,85 13.754,26 616.878,56Tangga Monyet Bh 2,00 1,00 1,00 550.000,00 550.000,00Pengecetan M?
Terbanding/Pembanding/Terdakwa : JIBRAN HAMADI, SE
105 — 29
Direksi Keet 1,00 M 950.000,00 900.000,003 Papan Proyek 1,00 Bh 336.539,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 700.000,00 745.500,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,3 Me 23.321,68 174.966.250,580Ill PEKERJAAN LAINLAIN1 Demobilisasi 1,00 Ls 895.500,00 895.500,002 Dokumentasi 1,00 Set 136.950,00 136.950,003.
Direksi Keet 1,00 M 985.000,00 985.000,003. Papan Proyek 1,00 Bh 337.440,40 337.440,40Pengukuran Lokasi / Uizet 1,00 Ls 725.000,00 725.000,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,3 Me 23.321,03 174.961.369,800Il PEKERJAAN LAINLAIN1 Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 745.500,00 745.500,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat rene Ms 23.321,68 174.966.250,58III PEKERJAAN LAINLAIN1 Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003.
Direksi Keet 1,00 M 904.000,00 904.000,003. Papan Proyek 1,00 Bh 335.610,00 335.610,004. Pengukuran Lokasi / Uizet 1,00 Ls 730.000,00 730.000,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7902.8 Me 23.321,03 174.961.369,80III PEKERJAAN LAINLAIN1 Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 135.850,00 135.850,003. Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004 Pencetakan Asbuilt Drawing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 745.500,00 745.500,00Il PEKERJAAN NORMALISASI1.
Terbanding/Pembanding/Penuntut Umum : PALUPI WIRYAWAN, SH
73 — 28
Flanged Socket 1,00 bh 163.125,00 163.125,0043. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee 2,00 bh 177.500,00 355.000,00PVC B 4 x @3 Halaman 3 dari 50 Putusan Nomor 3/Pid.SusTPK/2016/PT. PAL 5. All Socket Tee 1,00 bh 185.000,00 185.000,00PVC 4" x@46. All Socket Tee 2,00 bh 148.000,00 296.000,00PVC 3 x @37. All Socket Tee 2,00 Bh 85.000,00 170.000,00PVC 28. Gate Valve 4 1,00 bh 1.495.312,50 1.495.312,509. Dop PVC @ 3 2,00 Bh 38.062,50 76.125,0010.)
181.863.25 545.589.75PEK.ACCESSIRIESPENGURASAll Flanged 1,00 Bh 1.495.312,50 1.495.312,50Gate Valve @ 4All Flanged tee 1,00 Bh 525.000,00 525.000,00PVC O 4Flanged Socket 1,00 Bh 163.125,00 163.125,00PVC @O 4Flanged Sigot 1,00 Bh 163.125,00 163.125,00PVC @O 4All Flanged 1,00 Bh 375.000,00 375.000,00Bend PVC 4 Paking Karet @ 5,00 Bh 17.500,00 87.500,00AMur Baut 5/8 40,00 Bh 8.775,00 351.000,0034.302.394,06Pembuatan 1,00 PktBlock BetonGalian Tanah 3,00 M3 24.990,00 74.970,00BiasaUrugan Tanah 1,00 M2
Flanged Socket @ 4 1,00 bh 163.125,00 163.125,003. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee PVC @ 4 x 2,00 bh 177.500,00 355.000,00 Halaman 16 dari 50 Putusan Nomor 3/Pid.SusTPK/2016/PT.PAL QO 35. All Socket Tee PVC 4 x 1,00 bh 185.000,00 185.000,00Q 46. All Socket Tee PVC @ 3 x 2,00 bh 148.000,00 296.000,00GO 37. All Socket Tee PVC @ 2 2,00 Bh 85.000,00 170.000,008. Gate Valve O 4 1,00 bh 1.495.312,50 1.495.312,509.
ACCESSIRIESPENGURASAll Flanged Gate Valve 4 1,00 Bh 1.495.312,50 1.495.312,50All Flanged tee PVC @ 4 1,00 Bh 525.000,00 525.000,00Flanged Socket PVC 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @ 4 1,00 Bh 375.000,00 375.000,00Paking Karet 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06.
ACCESSIRIESPENGURASAll Flanged Gate Valve 1,00 Bh 1.495.312,5 1.495.312,50 Halaman 30 dari 50 Putusan Nomor 3/Pid.SusTPK/2016/PT.PAL @ 4 0All Flanged tee PVC @ 1,00 Bh 525.000,00 525.000,00AFlanged Socket PVC @ 1,00 Bh 163.125,00 163.125,00AFlanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC 1,00 Bh 375.000,00 375.000,00OAPaking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06Pembuatan Block 1,00 PktBetonGalian Tanah Biasa 3,00 M?
Terbanding/Pembanding/Terdakwa : ERLY LIANGAN Diwakili Oleh : ERLY LIANGAN
85 — 24
Direksi Keet 1,00 M 904.000,00 904.000,003. Papan Proyek 1,00 Bh 335.610,00 335.610,004. Pengukuran Lokasi / Uizet 1,00 Ls 730.000,00 730.000,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7028 Me 23.321,03 174.961.369,80Ill PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 135.850,00 135.850,003: Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004.
Direksi Keet 1,00 M 950.000,00 900.000,003. Papan Proyek 1,00 Bh 336.539,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 700.000,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,3 M 23.321,68 174.966.250,580lll PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Drawing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 950.000,00 950.000,003. Papan Proyek 1,00 Bh 336.132,50 336.132,504. Pengukuran Lokasi / Uizet 1,00 Ls 719.000,00 719.000,00i PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,3 M 23.323,31 174.966.250,580Ul PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003. Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Drawing 1,00 Set 189.695,00 189.695,005.
Direksi Keet 1,00 M 985.000,00 985.000,003. Papan Proyek 1,00 Bh 337.440,40 337.440,404. Pengukuran Lokasi / Uizet 1,00 Ls 725.000,00 725.000,00i PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,3 Me 23.321,03 174.961.369,800lll PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003. Penggambaran Asbuilt Drawing 1,00 Set 261.250,00 261.250,004. Pencetakan Asbuilt Drawing 1,00 Set 187.550,00 187.550,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 745.500,00 745.500,00Il PEKERJAAN NORMALISASIi. Galian Tanah dengan alat berat = Me 23.321,68 174.966.250,58Ill PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004.
84 — 28
Tali PE dia 24 untuk pengikat 4 buah Jangkar Rol 1,00 1,00 8) Pas.
53 — 22 — Berkekuatan Hukum Tetap
DireksiKeet 1,00 M 950.000,00 900.000,003. PapanProyek 1,00 Bh 336.539,00 335.742,004. Pengukuran 1,00 Ls 700.000,00 745.500,00Lokasi/ Uizet Il PEKERJAAN NORMALISASI Galian Tanah1. 7.502,30 M3 23.321 ,68 174.966.250,58dengan alatberat Ill PEKERJAAN LAINLAIN 1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 135.950,00 136.950,00Penggambaran 1,00 Set3. ; ; 286.000,00 286.000,00Asbuilt Drawing4. Pencetakan 1,00 Set 189.200,00 189.200,00 Hal. 5 dari 119 hal.
DireksiKeet 1,00 M 950.000,00 950.000,003. PapanProyek 1,00 Bh 336.132,50 336.132,504. Pengukuran 1,00 Ls 719.000,00 719.000,00Lokasi/ Uizet Il PEKERJAAN NORMALISASI Galian Tanah1. 7.502,30 M3 23.321 ,31 174.966.250,58dengan alatberat Ill PEKERJAAN LAINLAIN 1. Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,00Penggambaran 1,00 Set3. ; . 286.000,00 286.000,00Asbuilt Drawing4. Pencetakan 1,00 Set 189.695,00 189.695,00 Hal. 6 dari 119 hal.
Dokumentasi 1,00 Set 133.650,00 133.650,00Penggambaran 1,00 Set3. 261.250,00 261.250,00Asbuilt DrawingPencetakan 1,00 Set4. 187.550,00 187.550,00Asbuilt Drawing Hal. 7 dari 119 hal.
DireksiKeet 1,00 M 900.000,00 900.000,003. PapanProyek 1,00 Bh 335.742,00 335.742,00Pengukuran4. 1,00 Ls 745.500,00 745.500,00Lokasi/ UizetIl PEKERJAAN NORMALISASIGalian Tanah1. 7.502,30 M3 23.321 ,68 174.966.250,58dengan alatberatIll PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,00Penggambaran 1,00 Set3. ; ; 286.000,00 286.000,00Asbuilt DrawingPencetakan 1,00 Set4. . . 189.200,00 189.200,00Asbuilt Drawing5.
DireksiKeet 1,00 M 900.000,00 900.000,003. PapanProyek 1,00 Bh 335.742,00 335.742,00Pengukuran4. 1,00 Ls 745.500,00 745.500,00Lokasi/ UizetIl PEKERJAAN NORMALISASIGalian Tanah1. 7.502,30 M3 23.321 ,68 174.966.250,58dengan alatberatIll PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,00Penggambaran 1,00 Set3. 286.000,00 286.000,00Asbuilt DrawingPencetakan 1,00 Set4. . . 189.200,00 189.200,00Asbuilt Drawing5.
127 — 29
PEKERJAAN PANEL TEGANGAN RENDAH 1 Panel LVMDP (tahap1) Unit 1,00 47.583.100,002 Panel SDP UGD Unit 1,00 7.502.575,003 Panel pen, rg, trafo, genset, loundy Unit 1,00 7.350.800,00& kitchen4 Panel kantor IPS RS Unit 1,00 8.697.300,005 Panel pan + stop kontak UGD Unit 1,00 5.096.850,006 Panel kapasitor bank Unit 1,00 44.655.350,00Jumlah I 120.885.975,00IV. PENGKABELAN TEGANGAN RENDAH1 Trafo PLN (250 kVA) ke P.LVMDP m? 35,00 /37.954.875,00(tahap1) NYFGBY 4x240 mm?2 Genset (250 kVA) ke PLVMDP m?
PEKERJAAN PANEL TEGANGANRENDAH1 Panel LVMDP (tahap1) 1,00 Unit 14.274.930,00 14.274.930,002 Panel SDP UGD 1,00 Unit 2.250.772,50 2.250.772,50 3 Panel pen.rg.trafo.genset,loundry 1,00 Unit 2.205.240,00 2.205.240,00& kitchen4 Panel Kantor IPS RS 1,00 Unit 2.609.190,00 (2.609.190,005 Panel Pen + Stop Kontak UGD 1,00 Unit 1.529.055,00 /1.529.055,006 Panel Capasotir Bank 1,00 Unit 13.396.605,00 13.396.605,00Jumlah 36.265.792,50IV. PENGKABELAN TEGANGAN RENDAH1 Trafo PLN (250 kVA) ke PLVMDP (35,00 jm?
PEKERJAAN PANEL TEGANGAN RENDAH1 Panel LVMDP (tahap1) Unit 1,00 47.583.100,002 Panel SDP UGD Unit 1,00 7.502.575,003 Panel pen, rg, trafo, genset, loundy Unit 1,00 7.350.800,00& kitchen4 Panel kantor IPS RS Unit 1,00 8.697.300,005 Panel pan + stop kontak UGD Unit 1,00 5.096.850,006 Panel kapasitor bank Unit 1,00 44.655.350,00Jumlah I 120.885.975,00IV. PENGKABELAN TEGANGAN RENDAH1 Trafo PLN (250 kVA) ke P.LVMDP mt? 35,00 /37.954.875,00(tahap1) NYFGBY 4x240 mm?2 Genset (250 kVA) ke PLVMDP m?
PEKERJAAN PANEL TEGANGANRENDAH1 Panel LVMDP (tahap1) 1,00 Unit 14.274.930,00 14.274.930,002 Panel SDP UGD 1,00 Unit 2.250.772,50 2.250.772,50Panel pen.rg.trafo.genset,loundry & 1,00 Unit 2.205.240,00 2.205.240,00kitchen4 Panel Kantor IPS RS 1,00 Unit 2.609.190,00 2.609.190,00Panel Pen + Stop Kontak UGD 1,00 Unit 1.529.055,00 1.529.055,00Panel Capasotir Bank 1,00 Unit 13.396.605,00 13.396.605,00Jumlah 36.265.792,50IV. /PENGKABELAN TEGANGAN RENDAH1 Trafo PLN (250 kVA) ke P,.LVMDP 35,00 m!
PEKERJAAN PANEL TEGANGAN RENDAH1 Panel LVMDP (tahap1) Unit 1,00 47.583.100,002 Panel SDP UGD Unit 1,00 7.502.575,003 Panel pen, rg, trafo, genset, loundy & Unit 1,00 7.350.800,00kitchen4 Panel kantor IPS RS Unit 1,00 8.697.300,00Panel pan + stop kontak UGD Unit 1,00 5.096.850,006 Panel kapasitor bank Unit 1,00 44.655.350,00Jumlah TI 120.885.975,00IV. PENGKABELAN TEGANGAN RENDAH1 Trafo PLN (250 kVA) ke P,LVMDP mi! 35,00 37.954.875,00(tahap1) NYFGBY 4x240 mm?
60 — 20
Flanged Socket @1,00 bh = 163.125,00 163.125,0043. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee = 2,00 bh 177.500,00 355.000,00PVC @ 4 x 35. All Socket Tee 1,00 bh 185.000,00 185.000,00PVC 4 x @ 46. All Socket Tee 2,00 bh 148.000,00 296.000,00PVC 3 x 37. All Socket Tee 2,00 Bh 85.000,00 170.000,00PVC 28. Gate Valve @ 4 1,00 bh 1.495.312,50 1.495.312,509.
181.863.25 545.589.75PEK.ACCESSIRIESPENGURASAll Flanged Gate 1,00 Bh /1.495.312,50 1.495.312,50Valve @ 4All Flanged tee 1,00 Bh 525.000,00 525.000,00PVC @ 4Flanged Socket 1,00 Bh 163.125,00 163.125,00PVC 4Flanged Sigot 1,00 Bh 163.125,00 163.125,00PVC @ 4All Flanged Bend 1,00 Bh 375.000,00 375.000,00PVC @ 4Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 40,00 Bh 8.775,00 351.000,0034.302.394,06Pembuatan 1,00 PktBlock BetonGalian Tanah 3,00 M3 24.990,00 74.970,00BiasaUrugan Tanah 1,00 M?
Flanged Socket @ 4 1,00 bh 163.125,00 163.125,003. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee PVC @ 4 x @/2,00 bh 177.500,00 355.000,0035. All Socket Tee PVC @ 4 x @1,00 bh 185.000,00 185.000,0046. All Socket Tee PVC @ 3 x @2,00 bh 148.000,00 296.000,0037. All Socket Tee PVC @ 2 2,00 Bh 85.000,00 170.000,008. Gate Valve 4 1,00 bh 1.495.312,501.495.312,509. Dop PVC @ 3 2,00 Bh 38.062,50 = 76.125,0010. Dop PVC @ 2 2,00 bh = /32.625,00 65.250,0011.
ACCESSIRIESPENGURASAll Flanged Gate Valve @ 4 1,00 Bh 1.495.312,50 1.495.312,50All Flanged tee PVC @ 4 1,00 Bh 525.000,00 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @ 4 1,00 Bh 375.000,00 375.000,00Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06.
ACCESSIRIESPENGURASAll Flanged Gate Valve /1,00 Bh 1.495.312,50 1.495.312,50g4All Flanged tee PVC @ 4 1,00 Bh 525.000,00 = 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @/1,00 Bh 375.000,00 = 375.000,00APaking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06Pembuatan Block 1,00 PktBetonGalian Tanah Biasa 3,00 M3 24.990,00 74.970,00Urugan Tanah 1,00 M3 11.980,00 11.980,00Beton
48 — 26 — Berkekuatan Hukum Tetap
Biaya Administrasi dan Dokumen Pelaporan 1,00 Is2. Biaya Dry Docking termasuk bantalan dan 240,00 M2kayu skuuur 1,00 Is3. Shop Drawing Shop Drawing 1,00 Is4. Pekerjaan Pengurusan ljin 1,00 Is 5.
Lampu Interior cabin dan crew 70 watt 1,00 pcs(armature standard kapal waterproof 1,00 pcs9. Lampu sorot 1000 walt (lampu kabut) 1,00 unitweterproof 1,00 unit1,00 pcsPENGADAAN DAN PASANG GEAR BOX.1. Gear box 4 speed.1,00 IsPENGADAAN DAN PASANG PROFELLER. 1,00 Is1. As propeller (Torsion shaff) stainless steel.2. Propeller 20 kuningan 4 sudut. 1,00 Is3. Flexybel joint.4. ORing seal untuk as pada linggi propeller.5.
Pelapisan Fibre Glass pada kulit di bawahwater level dan + 60 cmdi atas WL. 1,00 unit3. Pengecatan seluruh permukaan kayu besi 3 1,00 unitlapis dengan cat marine paint.1,00 unitPERALATAN KESELAMATAN (SAFETY). 1,00 unit1. Racun Api 10 Ibs.2. Baju pelampung (standard). 1,00 Is3.
Biaya Administrasi dan Dokumen Pelaporan 1,00 Is2. Biaya Dry Docking termasuk bantaian dan 240,00 M2kayu skuur 1,00 Is3. Shop Drawing Shop Drawing 1,00 Is4. Pekerjaan Pengurusan ljin 1,00 Is Hal. 22 dari 39 hal. Put. No.225K/Pid.Sus/2011 5.
Jangka 29 kg 1,00 unitPENGADAAN DAN PEMASANGAN MESIN 2,00 pcs1. Diesel engine 190 HP 6 Cylinder (Rebuild exproduk th.1995) terpasang 1,00 set2. Accu 12 volts 100 ampere Lengkap Cassing 1,00 unitdan kait pengaman 1,00 set3. Regulator / cut out 1,00 set4. Dynamo charge 12 volts output 1,00 pcs5. Electrik power suply regulator 2,00 unit6. Electro motor for engine starting 24,00 M3(modifikasi engine anti rust)7. Fuse panel switz 1,00 M38. Pompa sentrifugal untuk water cooler mesin 2,00 unit9.
39 — 20 — Berkekuatan Hukum Tetap
Biaya Administrasi dan Dokumen Pelaporan 1,00 Is2. Biaya Dry Docking termasuk bantalan dan kayu skuuur 240,00 M23. Shop DrawingShop Drawing 1,00 Is4. Pekerjaan Pengurusan jin 1,00 Is5.
Lemari bagasi crew 1,00 bh9. Jendela silder kaca clear t8 mm 2,00 set10. Pintu dorong kabin lebar 700x2000 2,00 setC PERALATAN KEMUDI DAN NAVIGASI1. Stering Wheei 1,00 pcs2. Handle stick ke gear box handle 1,00 pcs3. Compass Electronic 1,00 pcs4. Compass Magnetic 1,00 pcs5. Bunk (Tempat tidur crew) 9,00 pcs6. Bangku pengemudi 1,00 pcs7. Radio Communition Rig 2 meters ICOM 1,00 pcs8. Handel Stick Gas (acceleration) lengkap 1,00 unit9.
Gear box 4 speed. 1,00 unitPENGADAAN DAN PASANG PROFELLER.1. As propeller (Torsion shaff) stainless steel. 1,00 pcs2. Propeller 20 kuningan 4 sudut. 1,00 pcs3. Flexybel joint. 1,00 unit4. O Ring seal untuk as pada linggi propeller. 1,00 unit5. Baut, mur dan Angker stainless dan Acces sories. 1,00 pcsPENGECATAN.1. Dempul dan sealen seluruh sambungan kayu. 1,00 Is2. Pelapisan Fibre Glass pada kulit di bawah water level dan + 1,00 Is60 cmdiatas WL.3.
Lemari bagasi crew 1,00 bh9. Jendela silderkaca clear t8 mm 2,00 set10. Pintu dorong kabin lebar 700x2000 2,00 setC PERALATAN KEMUDI DAN NAVIGASI1. Stering Wheel 1,00 pcs2. Handie stick ke gear box handle 1,00 pcs3. Compast Electronic 1,00 pcs4. Compast Magnetic 1,00 pcs5. Bunk (Tempat tidur crew) 9,00 pcs6. Bangku pengemudi 1,00 pcs7. Radio Communition Rig 2 meters ICOM 1,00 pcs8. Handel Stick Gas (acceleration) lengkap 1,00 unit9. Handel Stick Gas dan kabel inci suport dan ducing 1,00 unit10.
As propeller (Torsion shaff) stainless steel. 1,00 pcs2. Propeller 20 kuningan 4 sudut. 1,00 pcs3. Flexybel joint. 1,00 unit4. O Ring seal untuk as pada tinggi propeller. 1,00 unit5. Baut, mur dan Angker stainless dan Accessories. 1,00 pcs. PENGECATAN.1. Dempul dan sealen seluruh sambungan kayu.2. Pelapisan Fibre Glass pada kulit di bawah water level dan + 1,00 Is60 cmdiatas WL. 1,00 Is3. Pengecatan seluruh permukaan kayu besi 3 lapis dengan catmarine paint. 1,00 IsJ.
Terbanding/Terdakwa : RANUDDIN ASANI, SE Bin Alm ABDULLAH SANI
76 — 24
1,00, 0,002 Pengukuran dan Ls 1,00 1,00, 0,00Pemasangan Bawplank3 Pondok Kerja dan Gudang Ls 1,00 1,00, 0,004 Papan Nama Proyek Ls 1,00 1,00, 0,005 Mobilisasi dan Demobilisasi Ls 1,00 1,00, 0,006 Administrasi, Dokumentasi Ls 1,00 1,00, 0,00P3K7 Bobok Tiang Kolom Induk Ls 1,00 1,00, 0,0030x30cm Aula Kanotr8 Bobok Sloof 15x25 cm Aula Ls 1,00 1,00, 0,00Kantor9 Bobok Dinding Bata Aula Ls 1,00 1,00, 0,00Kantorlll Pekerjaan Beton Bertulang4 Tiang Beton Induk 30/30 cm M3 1,08 1,08 0,0010 Ring Balk 15/25
1,00, 0,002 Pengukuran dan Ls 1,00 1,00, 0,00Pemasangan Bawplank3 Pondok Kerja dan Gudang Ls 1,00 1,00, 0,004 Papan Nama Proyek Ls 1,00 1,00, 0,005 Mobilisasi dan Ls 1,00 1,00, 0,00Demobilisasi6 Administrasi, Dokumentasi Ls 1,00 1,00, 0,00P3K7 Bobok Tiang Kolom Induk Ls 1,00 1,00, 0,0030x30cm Aula Kanotr8 Bobok Sloof 15x25 cm Ls 1,00 1,00, 0,00Aula Kantor9 Bobok Dinding Bata Aula Ls 1,00 1,00, 0,00Kantorlll Pekerjaan BetonBertulang4 Tiang Beton Induk 30/30 M3 1,08 1,08 0,00cm10 Ring Balk 15/25 cm
Pekerjaan Persiapan 1 Administrasi, Gambar Ls 1,00 1,00 0,00Pengamanan, P3K2 Biaya Mobilisasi Ls 1,00 1,00 0,00IV.
0,002 Pengukuran dan Ls 1,00 1,00, 0,00Pemasangan Bawplank3 Pondok Kerja dan Gudang Ls 1,00 1,00, 0,004 Papan Nama Proyek Ls 1,00 1,00, 0,005 Mobilisasi dan Demobilisasi Ls 1,00 1,00, 0,006 Administrasi, Dokumentasi Ls 1,00 1,00, 0,00P3K7 Bobok Tiang Kolom Induk Ls 1,00 1,00, 0,0030x30cm Aula Kanotr8 Bobok Sloof 15x25 cm Aula Ls 1,00 1,00, 0,00Kantor9 Bobok Dinding Bata Aula Ls 1,00 1,00, 0,00Kantorlll Pekerjaan Beton Bertulang4 Tiang Beton Induk 30/30 cm M3 1,08 1,08 0,0010 Ring Balk 15/25 cm M3
1,00 0,00 1,00XII Pek.
100 — 51
Flanged Socket @1,00 bh 163.125,00 163.125,004 Halaman 3 dari 51 Putusan Nomor 4/Pid.SusTPK/2016/PT.PAL 3. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee = 2,00 bh 177.500,00 355.000,00PVC 4 x 35. All Socket Tee 1,00 bh 185.000,00 185.000,00PVC 4 x 46. All Socket Tee 2,00 bh 148.000,00 296.000,00PVC 3 x 37. All Socket Tee 2,00 Bh 85.000,00 170.000,00PVC 28. Gate Valve @ 4 1,00 bh 1.495.312,50 1.495.312,509. Dop PVC @3 /2,00 Bh /38.062,50 76.125,0010.
181.863.25 545.589.75PEK.ACCESSIRIESPENGURASAll Flanged Gate 1,00 Bh 1.495.312,50 1.495.312,50Valve @ 4All Flanged tee 1,00 Bh 525.000,00 525.000,00PVC @4Flanged Socket 1,00 Bh 163.125,00 163.125,00PVC @4Flanged Sigot 1,00 Bh 163.125,00 163.125,00PVC @ 4All Flanged Bend 1,00 Bh 375.000,00 375.000,00PVC @ 4Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 40,00 Bh 8.775,00 351.000,0034.302.394,06Pembuatan 1,00 PktBlock BetonGalian Tanah 3,00 M3 24.990,00 74.970,00BiasaUrugan Tanah 1,00 M3 11.980,00
ACCESSIRIESPENGURASAll Flanged Gate Valve @ 4 1,00 Bh 1.495.312,50 = 1.495.312,50All Flanged tee PVC @ 4 1,00 Bh 525.000,00 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @ 4 1,00 Bh = 375.000,00 375.000,00 Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06.
Flanged Socket @ 4 1,00 bh 163.125,00 163.125,003. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee PVC @ 4 2,00 bh 177.500,00 355.000,00x 35. All Socket Tee PVC @ 4 1,00 bh 185.000,00 185.000,00x 46. All Socket Tee PVC @ 3 2,00 bh 148.000,00 296.000,00x 37. All Socket Tee PVC @ 2 2,00 Bh 85.000,00 170.000,008. Gate Valve 4 1,00 bh 1.495.312,50 1.495.312,509. Dop PVC @ 3 2,00 Bh 38.062,50 76.125,0010. Dop PVC @ 2 2,00 bh = 32.625,00 65.250,0011.
ACCESSIRIESPENGURASAll Flanged Gate Valve /1,00 Bh 1.495.312,50 1.495.312,50@4All Flanged tee PVC @ 4 1,00 Bh 525.000,00 = 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @/1,00 Bh = 375.000,00 375.000,00APaking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06Pembuatan Block 1,00 PktBetonGalian Tanah Biasa 3,00 M3 24.990,00 74.970,00Urugan Tanah 1,00 M3 11.980,00 11.980,00
74 — 26
Tali PE dia 24 untuk pengikat 4 buah Jangkar Rol 1,00 1,00 8) Pas.
TaliPE dia 24 untuk pengikat 4 buah Jangkar Rol 1,00 1,00 8) Pas.
115 — 49 — Berkekuatan Hukum Tetap
Direksi Keet 1,00 M 950.000,00 900.000,003. Papan Proyek 1,00 Bh 336.539,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 700.000,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,30 M* 23.321,68 174.966.250,58i PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Drawing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 950.000,00 950.000,003. Papan Proyek 1,00 Bh 336.132,50 336.132,504. Pengukuran Lokasi / Uizet 1,00 Ls 719.000,00 719.000,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,30 M? 23.323,31 174.966.250,58Ill PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003. Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Drawing 1,00 Set 189.695,00 189.695,005.
Direksi Keet 1,00 M 985.000,00 985.000,003. Papan Proyek 1,00 Bh 337.440,40 337.440,404. Pengukuran Lokasi / Uizet 1,00 Ls 725.000,00 725.000,00ll PEKERJAAN NORMALISASI1 Galian Tanah dengan alat berat 7.502,30 mM? 23.321,03 174.961.369,80i PEKERJAAN LAINLAINTs Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003; Penggambaran Asbuilt Drawing 1,00 Set 261.250,00 261.250,004. Pencetakan Asbuilt Drawing 1,00 Set 187.550,00 187.550,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 745.500,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.50230 mM 23.321,68 174.966.250,58i PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Drawing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi / Uizet 1,00 Ls 745.500,00 745.500,00ll PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,30 M3 23.321,68 174.966.250,58i PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003: Penggambaran Asbuilt Drawing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Drawing 1,00 Set 189.200,00 189.200,005.
59 — 25
Flanged Socket @1,00 bh 163.125,00 163.125,0043. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee = 2,00 bh 177.500,00 355.000,00PVC 4 x 35. All Socket Tee 1,00 bh 185.000,00 185.000,00PVC 4 x @ 46. All Socket Tee 2,00 bh 148.000,00 296.000,00PVC @ 3 x 37. All Socket Tee 2,00 Bh 85.000,00 170.000,00PVC 28. Gate Valve @ 4 1,00 bh 1.495.312,50 1.495.312,509. Dop PVC @3 2,00 Bh 38.062,50 76.125,0010.
181.863.25 545.589.75PEK.ACCESSIRIESPENGURASAll Flanged Gate 1,00 Bh /1.495.312,50 1.495.312,50Valve @ 4All Flanged tee 1,00 Bh 525.000,00 525.000,00PVC @4Flanged Socket 1,00 Bh 163.125,00 163.125,00PVC 4Flanged Sigot 1,00 Bh 163.125,00 163.125,00PVC @ 4All Flanged Bend 1,00 Bh 375.000,00 375.000,00PVC @ 4Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 40,00 Bh 8.775,00 351.000,0034.302.394,06Pembuatan 1,00 PktBlock BetonGalian Tanah 3,00 M3 24.990,00 74.970,00BiasaUrugan Tanah 1,00 M3 11.980,00
Flanged Socket @ 4 1,00 bh 163.125,00 163.125,003. Flanged Spigot 1,00 bh 163.125,00 163.125,004. All Socket Tee PVC @ 4 x @/2,00 bh 177.500,00 355.000,0035. All Socket Tee PVC @ 4 x @1,00 bh 185.000,00 185.000,0046. All Socket Tee PVC @ 3 x @2,00 bh 148.000,00 296.000,0037. All Socket Tee PVC @ 2 2,00 Bh 85.000,00 170.000,008. Gate Valve 4 1,00 bh 1.495.312,501.495.312,509. Dop PVC @ 3 2,00 Bh 38.062,50 =76.125,0010. Dop PVC @ 2 2,00 bh = /32.625,00 65.250,0011.
ACCESSIRIESPENGURASAll Flanged Gate Valve @ 4 1,00 Bh 1.495.312,50 1.495.312,50All Flanged tee PVC @ 4 1,00 Bh = 525.000,00 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @ 4 1,00 Bh = 375.000,00 375.000,00Paking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06.
ACCESSIRIESPENGURASAll Flanged Gate Valve /1,00 Bh 1.495.312,50 1.495.312,50BaAll Flanged tee PVC @ 4 1,00 Bh 525.000,00 = 525.000,00Flanged Socket PVC @ 4 1,00 Bh 163.125,00 163.125,00Flanged Sigot PVC @ 4 1,00 Bh 163.125,00 163.125,00All Flanged Bend PVC @1,00 Bh 375.000,00 = 375.000,00APaking Karet @ 4 5,00 Bh 17.500,00 87.500,00Mur Baut 5/8 3 40,00 Bh 8.775,00 351.000,004.302.394,06Pembuatan Block 1,00 PktBetonGalian Tanah Biasa 3,00 M3 24.990,00 74.970,00Urugan Tanah 1,00 M3 11.980,00 11.980,00Beton
81 — 56
Direksi Keet 1,00 M 904.000,00 904.000,003. Papan Proyek 1,00 Bh 335.610,00 335.610,004. Pengukuran Lokasi/ Uizet 1,00 Ls 730.000,00 730.000,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.50230 M 23.321,03 174.961.369,80Ill PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 135.850,00 135.850,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.
Direksi Keet 1,00 M 950.000,00 950.000,003. Papan Proyek 1,00 Bh 336.132,50 336.132,504. Pengukuran Lokasi/ Uizet 1,00 Ls 719.000,00 719.000,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,30 MP 23.323,31 174.966.250,58Ill PEKERJAAN LAINLAIN1 Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.695,00 189.695,005.
Direksi Keet 1,00 M 985.000,00 985.000,003. Papan Proyek 1,00 Bh 337.440,40 337.440,404. Pengukuran Lokasi/ Uizet 1,00 Ls 725.000,00 725.000,00 Il PEKERJAAN NORMALISASI 1. Galian Tanah dengan alat berat 7.502,30 Mr 23.321,03 174.961.369,80Il PEKERJAAN LAINLAIN1 Demobilisasi 1,00 Ls 897.000,00 897.000,002. Dokumentasi 1,00 Set 133.650,00 133.650,003. Penggambaran Asbuilt Draw ing 1,00 Set 261.250,00 261.250,004. Pencetakan Asbuilt Draw ing 1,00 Set 187.550,00 187.550,005.
Direksi Keet 1,00 M 900.000,00 900.000,003. Papan Proyek 1,00 Bh 335.742,00 335.742,004. Pengukuran Lokasi/ Uizet 1,00 Ls 745.500,00 745.500,00Il PEKERJAAN NORMALISASI1. Galian Tanah dengan alat berat 7.502,30 M 23.321,68 174.966.250,58Il PEKERJAAN LAINLAIN1. Demobilisasi 1,00 Ls 895.500,00 895.500,002. Dokumentasi 1,00 Set 136.950,00 136.950,003. Penggambaran Asbuilt Draw ing 1,00 Set 286.000,00 286.000,004. Pencetakan Asbuilt Draw ing 1,00 Set 189.200,00 189.200,005.