bm analisa

8/10/2019 Bm Analisa

1/401

% Thd. No. MataUraian Satuan

Perkiraan Harga

Total Pembayaran Kuantitas Satuan

Biaya !u"iah#

a c d e f g

65.6887 1.2 # Mobilisasi LS 1.0 1,353,030,

0.0016 2.1 # Galian untu Seloan !"ainase dan Salu"an i" M3 1.0 33,

0.0282 2.2 # $asangan %atu dengan Mo"ta" M3 1.0 580,

0.0222 2.3 '1( # Go"ong) $i*a %eton %e"tulang, !ia+ete" !ala+ 50 c+ M1 1.0 &58,

0.0273 2.3 '2( # Go"ong) $i*a %eton %e"tulang, !ia+ete" !ala+ 50 c+ sa+*ai 70 c+ M1 1.0 563,

0.0&67 2.3 '3( # Go"ong) $i*a %eton %e"tulang, !ia+ete" !ala+ 70 c+ sa+*ai 100 c+ M1 1.0 62,

0.0763 2.3 '&( # Go"ong2 $i*a %eton %e"tulang, !ia+ete" !ala+ 100 c+ sa+*ai 130 c+ M1 1.0 1,572,

0.0000 2.3 '5( # Go"ong2 %eton -an*a -ulang !ia+ete" !ala+ 1&0 c+ sa+*ai 150 c+ M1 1.0

0.8037 2.3 '6( # Go"ong2 $i*a %a/a %e"gelo+bang -on 1.0 16,553,

0.006 2.3 '7( # Go"ong2 $i*a %eton -an*a -ulangan dia+ete" dala+ 20 c+ sa+*ai 30 c M1 1.0 1&3,

0.0166 2.& '1( # -i+bunan $o"ous atau %ahan $ena"ing 'ilte"( M3 1.0 3&1,

0.0013 2.& '2( # na+an ilte" $lasti M2 1.0 27,

0.0036 3.1 '1( # Galian %iasa M3 1.0 7&,

0.0123 3.1 '2( # Galian %atu M3 1.0 25&,

0.00&7 3.1 '3( # Galian St"utu" dengan edala+an 0 2 +ete" M3 1.0 7,

0.025 3.1 '&( # Galian St"utu" dengan edala+an 2 & +ete" M3 1.0 608,

0.026& 3.1 '5( # Galian St"utu" dengan edala+an & 6 +ete" M3 1.0 5&&,

0.0000 3.1 '6( # ofe"da+, $enoong, $engau dan $ee"/aan ang be"aitan LS 1.0

0.007& 3.1 '7( # Galian $e"e"asan %e"as*al dengan old Milling Machine M3 1.0 153,

0.0301 3.1 '8( # Galian $e"e"asan %e"as*al tan*a old Milling Machine M3 1.0 61,

0.0006 3.1 '( # %iaa -a+bahan untu $engangutan asil Galian dengan 4a"a +elebi M3+ 1.0 12,

0.008 3.2 '1( # -i+bunan %iasa da"i selain Galian Su+be" %ahan M3 1.0 183,

0.0083 3.2 '2( # -i+bunan $ilihan M3 1.0 170,

0.0073 3.2 '3( # -i+bunan $ilihan diatas -anah aa 'diuu" diatas ba t"u( M3 1.0 150,

0.0053 3.2.'&( # -i+bunan %atu dengan Manual M3 1.0 108,

0.0111 3.2.'5( # -i+bunan %atu dengan !e"e M3 1.0 227,

0.00&3 3.2.'6( # -i+bunan %atu dengan !e"e -on 1.0 88,

0.0000 3.3 # $enia*an %adan 4alan M2 1.0

0.0000 3.& # $engu*asan $e"+uaan s*al La+a dan $enca+*u"an e+bali 'tebal 1 M3 1.0

0.0305 &.2 '1( # La*is $ondasi g"egat elas M3 1.0 62,

0.0263 &.2 '2( # La*is $ondasi g"egat elas % M3 1.0 5&1,

0.0375 &.2 '3( # Se+en untu La*is $ondasi Se+en -anah -on 1.0 773,

0.0088 &.2 '&( # La*is $ondasi Se+en -anah M3 1.0 182,

0.000& &.2 '5( # g"egat $enutu* %9-9 M2 1.0 8,

0.000& &.2 '6( # %ahan s*al untu $ee"/aan $elabu"an Lite" 1.0 7,

0.0003 &.2 '7( # La*is esa* $engiat Lite" 1.0 5,0.0301 5.1 '1( # La*is $ondasi g"egat elas M3 1.0 621,

0.025& 5.1 '2( # La*is $ondasi g"egat elas % M3 1.0 522,

0.025 5.2 '1( # La*is $ondasi g"egat elas M3 1.0 53&,

0.036 5.& '1( # Se+en untu La*is $ondasi Se+en -anah -on 1.0 816,

0.006 5.& '2( # La*is $ondasi -anah Se+en M3 1.0 1&3,

0.0000 5.5 '1( # La*is %eton Se+en $ondasi %aah 'e+ent -"eated Sub %ase '-S%(( M3 1.0

0.0000 5.6 '1( # La*is $ondasi g"egat !engan e+ent -"eated %ase '-%( M3 1.0

0.0003 6.1 '1( # La*is esa* $engiat Lite" 1.0 5,

0.0003 6.1 '2( # La*is $e"eat Lite" 1.0 6,

0.0003 6.2 '1( # g"egat $enutu* %9-9 M2 1.0 5,

0.0005 6.2 '2( # g"egat $enutu* %9! M2 1.0 ,

0.000& 6.2 '3( # %ahan s*al untu $ee"/aan $elabu"an Lite" 1.0 7,0.001 6.3 '1( # Latasi" elas 'SS( M2 1.0 3,

0.002& 6.3 '2( # Latasi" elas % 'SS%( M2 1.0 &8,

0.0033 6.3 '3( # Lataston La*is us 'S:( M2 1.0 67,

0.0&85 6.3'3a( # Lataston La*is us 'S:( Le;eling -on 1.0 1,000,

0.07 6.3'&( # Lataston La*is $ondasi 'S%ase( M3 1.0 2,016,

0.0&26 6.3'&a( # Lataston La*is $ondasi 'S%ase( Le;eling -on 1.0 877,

0.0038 6.3'5a( # Laston La*is us ':( M2 1.0 7,

0.0037 6.3'5b( # Laston La*isus ':( Modifiasi M2 1.0 76,


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0.0003 6.& '2( # Latasbusi" elas M2 1.0 7,

0.0005 6.& '3( # Latasbusi" elas % M2 1.0 ,

0.080 6.& '&( # %itu+en sbuton -on 1.0 1,832,

0.30&0 6.& '5( # %itu+en %ahan $e"e+a/a -on 1.0 6,262,

0.0012 6.& '6( # %ahan nti $engelu*asan 'anti st"i**ing agent( Lite" 1.0 2&,

0.0721 6.5 # a+*u"an s*al !ingin untu $ela*isan M3 1.0 1,&86,

0.067& 6.6.1 # La*is $e"+uaan $enet"asi Macada+ M3 1.0 1,388,

0.0721 6.6.2 # La*is ondasi atau $e"ata $enet"asi Macada+ M3 1.0 1,&86,

0.0825 7.1 '1( # %eton 500 M3 1.0 1,68,

0.076 7.1 '2( # %eton &00 M3 1.0 1,638,

0.078& 7.1 '3( # %eton 350 M3 1.0 1,61&,

0.06&2 7.1 '&( # %eton 300 M3 1.0 1,321,

0.0628 7.1 '5( # %eton 250 M3 1.0 1,23,

0.0&85 7.1 '6( # %eton 175 M3 1.0 8,

0.0&11 7.1 '7( # %eton Silo* 175 M3 1.0 8&6,

0.0&&5 7.1 '8( # %eton 125 M3 1.0 16,

1.2027 7.2 '1( # 9nit $"aceta Gelaga" -i*e < bentang 16 + %uah 1.0 2&,773,

1.3367 7.2 '2( # 9nit $"aceta Gelaga" -i*e < bentang 20 + %uah 1.0 27,531,

1.3822 7.2 '3( # 9nit $"aceta Gelaga" -i*e < bentang 22 + %uah 1.0 28,&70,

1.&303 7.2 '&( # 9nit $"aceta Gelaga" -i*e < bentang 25 + %uah 1.0 2,&60,

1.&78& 7.2 '5( # 9nit $"aceta Gelaga" -i*e < bentang 28 + %uah 1.0 30,&50,

1.510& 7.2 '6( # 9nit $"aceta Gelaga" -i*e < bentang 30 + %uah 1.0 31,110,

1.6087 7.2 '7( # 9nit $"aceta Gelaga" -i*e < bentang 31 + %uah 1.0 33,13&,

1.505 7.2 '8( # 9nit $"aceta Gelaga" -i*e < bentang 35 + %uah 1.0 32,760,

0.013& 7.2 '( # %a/a $"ategang g 1.0 275,

1.806 7.2 '10( # $elat %e"ongga 'ollo Slab( *"aceta bentang 21 + %uah 1.0 37,27&,

0.0638 7.2 '11( # %eton !iaf"ag+a 350 te"+asu *ee"/aan *enegangan setelah *engec M3 1.0 1,31&,

0.0006 7.3 '1( # %a/a -ulangan 92& $olos g 1.0 11,

0.0006 7.3 '2( # %a/a -ulangan 932 $olos g 1.0 11,

0.0006 7.3 '3( # %a/a -ulangan 932 9li" g 1.0 12,

0.0006 7.3 '&( # %a/a -ulangan 93 9li" g 1.0 11,0.0006 7.3 '5( # %a/a -ulangan 9&8 9li" g 1.0 12,

0.0020 7.3 '6( # na+an aat =ang !ilas ':elded :i"e Mesh( g 1.0 &0,

0.0006 7.& '1( # %a/a St"utu" -iti leleh 2500 gc+2 *enediaan dan *e+asangan g 1.0 12,



0.0000 7.5 '1( # $e+asangan 4e+batan anga %a/a g 1.0

0.0000 7.5 '2( # $engangutan %ahan 4e+batan g 1.0

0.0015 7.6 '1( # $ondasi e"ucu, $enediaan dan $e+ancangan M1 1.0 31,

0.0000 7.6 '2( # !inding -u"a* au -an*a $engaetan M2 1.0

0.0018 7.6 '3( # !inding -u"a* au !engan $engaetan M2 1.0 36,

0.0010 7.6 '&( # !inding -u"a* %a/a M2 1.0 21,

0.0000 7.6 '5( # !inding -u"a* %eton M2 1.0 0.001 7.6 '6( # $enediaan -iang $ancang au -an*a $engaetan M3 1.0 &0,

0.0022 7.6 '7( # $enediaan -iang $ancang au !engan $engaetan M3 1.0 &5,

0.0056 7.6 '8( # $enediaan -iang $ancang %a/a g 1.0 115,

0.226 7.6 '( # $enediaan -iang $ancang %eton %e"tulang $"aceta M3 1.0 &,72,

0.0566 7.6 '10( # $enediaan -iang $ancang %eton $"atean $"aceta M3 1.0 1,165,

0.0086 7.6 '11( # $e+ancangan -iang $ancang au M1 1.0 176,

0.002 7.6 '12( # $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" &00 ++ M1 1.0 58,

0.002 7.6 '13( # $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" 500 ++ M1 1.0 58,

0.002 7.6 '1&( # $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" 600 ++ M1 1.0 58,

0.0030 7.6 '15( # $e+ancangan -iang $ancang %eton $"aceta >30 c+ ? 30 c+ atau dia+ M1 1.0 61,

0.0030 7.6 '16( # $e+ancangan -iang $ancang %eton $"aceta >&0 c+ ? &0 c+ atau dia+ M1 1.0 61,

0.0030 7.6 '17( # $e+ancangan -iang $ancang %eton $"aceta >50 c+ ? 50 c+ atau dia+ M1 1.0 61,

0.0382 7.6 '18( # -iang %o" %eton, dia. 600 ++ M1 1.0 787,

0.0675 7.6 '1( # -iang %o" %eton, dia. 800 ++ M1 1.0 1,30,

0.1050 7.6 '20( # -iang %o" %eton, dia. 1000 ++ M1 1.0 2,163,

0.150 7.6 '21( # -iang %o" %eton, dia. 1200 ++ M1 1.0 3,107,

0.2351 7.6 '22( # -iang %o" %eton, dia. 1500 ++ M1 1.0 &,8&2,

0.0000 7.6 '23( # -a+bahan %iaa untu @o+o" Mata $e+baa"an 7.6.'11( sd M1 1.0

0.0000 0 # 7.6.'17( bila -iang $ancang %eton die"/aan dite+*at ang %e"ai"

0 0000 7 6 '2&( # -a+bahan %iaa untu @o+o" Mata $e+baa"an 7 6 '18( sd M1 1 0


3/401

0.0350 7. # $asangan %atu M3 1.0 720,

0.033& 7.10 '1( # $asangan %atu osong ang diisi duan M3 1.0 688,

0.01&0 7.10 '2( # $asangan %atu osong M3 1.0 287,

0.0207 7.10 '3( # %"on/ong M3 1.0 &25,

0.0027 7.11 '1( # A?*ansion 4oint -i*e s*haltic $lug M1 1.0 55,

0.0000 7.11 '2( # A?*ansion 4oint -i*e ubbe" 1 'celah 21&1 ++( M1 1.0

0.0000 7.11 '3( # A?*ansion 4oint -i*e ubbe" 2 'celah 3262 ++( M1 1.0

0.0000 7.11 '&( # A?*ansion 4oint -i*e ubbe" 3 'celah &282 ++( M1 1.0

0.0000 7.11 '5( # 4oint ille" untu Sa+bungan onst"usi M1 1.0

0.0000 7.11 '6( # A?*ansion 4oint -i*e %a/a %e"sudut M1 1.0

0.0000 7.12 '1( # $e"letaan Loga+ %uah 1.0

0.0000 7.12 '2( # $e"letaan Alasto+e"i 4enis 1 '300 ? 350 ? 36( %uah 1.0

0.0000 7.12 '3( # $e"letaan Alasto+e"i 4enis 2 '350 ? &00 ? 3( %uah 1.0

0.0000 7.12 '&( # $e"letaan Alasto+e"i 4enis 3 '&00 ? &50 ? &5( %uah 1.0

0.0000 7.12 '5( # $e"letaan St"i* M1 1.0

0.0010 7.13 # Sanda"an 'ailing( M1 1.0 20,

0.0085 7.1& # $a*an @a+a 4e+batan %uah 1.0 176,

0.0000 7.15.'1( # $en+bonga"an $asangan %atu M3 1.0

0.0218 7.15.'2( # $e+bonga"an %eton M3 1.0 &&,

0.0000 7.15.'3( # $e+bonga"an %eton $"atean M3 1.0

0.0000 7.15.'&( # $e+bonga"an %angunan Gedung M2 1.0

0.0127 7.15.'5( # $e+bonga"an anga %a/a M2 1.0 262,

0.0118 7.15.'6( # $e+bonga"an %alo %a/a 'Steel St"inge"s( M1 1.0 2&2,

0.0000 7.15.'7( # $e+bonga"an Lantai 4e+batan au M2 1.0

0.0000 7.15.'8( # $e+bonga"an 4e+batan au M2 1.0

0.0000 7.15.'( # $engangutan asil %onga"an ang +elebihi 5 + M3 + 1.0

0.065& 7.16 '1( # $e"e"asan 4alan %eton M3 1.0 1,3&7,

0.0000 7.17 '1( # :et Lean onc"ete M2 1.0

0.0000 7.17 '2( # Sand %edding 't B & c+( M2 1.0

0.0262 8.1 '1( # La*is $ondasi g"egat elas ut $ee"/aan Mino" M3 1.0 53,

0.02&& 8.1 '2( # La*is $ondasi g"egat elas % ut $ee"/aan Mino" M3 1.0 501,0.0225 8.1 '3( # g"egat untu $e"e"asan -an*a $enutu* s*al untu $ee"/aan Mino" ';ol. ge+b 1.0 &63,

0.0201 8.1 '&( # :ate"bound Macada+ untu $ee"/aan Mino" M3 1.0 &13,

0.1002 8.1 '5( # a+*u"an s*al $anas untu $ee"/aan Mino" M3 1.0 2,06&,

0.0000 8.1 '6( # Lasbutag atau Latasbusi" untu $ee"/aan Mino" M3 1.0

0.0673 8.1 '7( # $enet"asi Macada+ untu $ee"/aan Mino" M3 1.0 1,386,

0.0667 8.1 '8( # a+*u"an s*al !ingin untu $ee"/aan Mino" M3 1.0 1,372,

0.000& 8.1 '( # esidu %itu+en untu $ee"/aan Mino" Lite" 1.0 7,

0.00&3 8.2'1( # Galian untu %ahu 4alan dan $ee"/aan Mino" Lainna M3 1.0 88,

0.0023 8.2'2( # $e+be"sihan dan $e+bonga"an -ana+an 'dia+ate" C 30 c+( M2 1.0 &7,

0.0078 8.2'3( # $e+otongan $ohon dia+ete" 30 50 c+ %uah 1.0 161,

0.0121 8.2'&( # $e+otongan $ohon dia+ete" 50 75 c+ %uah 1.0 250,

0.0253 8.2'5( # $e+otongan $ohon dia+ete" D 75 c+ %uah 1.0 521,0.000& 8.3.'1( # Stabilisasi dengan -ana+an M2 1.0 8,

0.000& 8.3.'2( # Se+a $e"du M2 1.0 7,

0.000& 8.3.'3( # $ohon %uah 1.0 7,

0.0060 8.&.'1( # Ma"a 4alan -e"+o*lasti M2 1.0 123,

0.0055 8.&.'2( # Ma"a 4alan %uan -e"+o*lasti M2 1.0 112,

0.0207 8.&.'3( .'a( # a+bu 4alan -unggal dengan $e"+uaan $e+antul Anginee" G"ade %uah 1.0 &26,

0.0302 8.&.'3( .'b( # a+bu 4alan Ganda dengan $e"+uaan $e+antul Anginee" G"ade %uah 1.0 621,

0.022 8.&.'&( .'a( # a+bu 4alan -unggal dengan $e+antul igh


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0.0003 .2 # $ee"/a %iasa 4a+ 1.0 7,

0.0005 .3 # -uang au, -uang %atu, dsb 4a+ 1.0 10,

0.0112 .& # !u+* -"uc, a*asitas 3& +F 4a+ 1.0 22,

0.0213 .5 # -"u %a !ata" 3 & ton 4a+ 1.0 &37,

0.0110 .6 # -"u -angi 3000 &500 Lite" 4a+ 1.0 225,

0.02&3 .7 # %ulldoEe" 100 150 $ 4a+ 1.0 500,

0.0212 .8 # Moto" G"ade" +in 100 $ 4a+ 1.0 &36,

0.0166 . # Loade" oda a"et 1.0 1.6 M3 4a+ 1.0 3&0,

0.01&1 .10 # Loade" oda %e"antai 75 100 $ 4a+ 1.0 21,

0.0233 .11 # lat $enggali 'A?ca;ato"( 80 1&0 $ 4a+ 1.0 &7,

0.031 .12 # "ane 10 15 -on 4a+ 1.0 657,

0.0236 .13 # $enggilas oda %esi 6 -on 4a+ 1.0 &85,

0.0200 .1& # $enggilas %e";ib"asi 5 8 -on 4a+ 1.0 &11,

0.002& .15 # $e+adat %e";ib"asi 1.5 3.0 $ 4a+ 1.0 &,

0.0213 .16 # $enggilas oda a"et 8 10 -on 4a+ 1.0 &37,

0.0077 .17 # o+*"eso" &000 6500 Lt"+nt 4a+ 1.0 15,

0.0085 .18 # %eton $engadu 'Molen( 0.3 0.6 M3 4a+ 1.0 175,

0.0020 .1 # $o+*a i" 70 100 ++ 4a+ 1.0 &0,

0.001 .20 # 4ac a++e" 4a+ 1.0 38,

3.8507 10.1 '1( # $e+eliha"aan utin $e"e"asan LS 1.0 7,315,

1.320 10.1 '2( # $e+eliha"aan utin %ahu 4alan LS 1.0 3,7&,

2.5056 10.1 '3( # $e+eliha"aan utin Seloan, Salu"an i", Galian dan -i+bunan LS 1.0 51,608,

0.7266 10.1 '&( # $e+eliha"aan utin $e"lenga*an 4alan LS 1.0 1&,66,

3.6183 10.1 '5( # $e+eliha"aan utin 4e+batan LS 1.0 7&,528,

T$T& B'(

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6.& '2( Latasbusi" elas M2 1.0 7,167

6.& '3( Latasbusi" elas % M2 1.0 ,76

6.& '&( %itu+en sbuton -on 1.0 1,832,188

6.& '5( %itu+en %ahan $e"e+a/a -on 1.0 6,262,621

6.& '6( %ahan nti $engelu*asan 'anti st"i**ing agent( Lite" 1.0 2&,000

6.5 a+*u"an s*al !ingin untu $ela*isan M3 1.0 1,&86,0&1

6.6.1 La*is $e"+uaan $enet"asi Macada+ M3 1.0 1,388,1&3

6.6.2 La*is ondasi atau $e"ata $enet"asi Macada+ M3 1.0 1,&86,032

7.1 '1( %eton 500 M3 1.0 1,68,301

7.1 '2( %eton &00 M3 1.0 1,638,85

7.1 '3( %eton 350 M3 1.0 1,61&,633

7.1 '&( %eton 300 M3 1.0 1,321,35

7.1 '5( %eton 250 M3 1.0 1,23,06

7.1 '6( %eton 175 M3 1.0 8,057

7.1 '7( %eton Silo* 175 M3 1.0 8&6,861

7.1 '8( %eton 125 M3 1.0 16,830

7.2 '1( 9nit $"aceta Gelaga" -i*e < bentang 16 + %uah 1.0 2&,773,258

7.2 '2( 9nit $"aceta Gelaga" -i*e < bentang 20 + %uah 1.0 27,531,01

7.2 '3( 9nit $"aceta Gelaga" -i*e < bentang 22 + %uah 1.0 28,&70,680

7.2 '&( 9nit $"aceta Gelaga" -i*e < bentang 25 + %uah 1.0 2,&60,680

7.2 '5( 9nit $"aceta Gelaga" -i*e < bentang 28 + %uah 1.0 30,&50,680


7.2 '7( 9nit $"aceta Gelaga" -i*e < bentang 31 + %uah 1.0 33,13&,680


7.2 '( %a/a $"ategang g 1.0 275,38&

7.2 '10( $elat %e"ongga 'ollo Slab( *"aceta bentang 21 + %uah 1.0 37,27&,&30

7.2 '11( %eton !iaf"ag+a 350 te"+asu *ee"/aan *enegangan setelah *engeco M3 1.0 1,31&,337

7.3 '1( %a/a -ulangan 92& $olos g 1.0 11,787

7.3 '2( %a/a -ulangan 932 $olos g 1.0 11,781

7.3 '3( %a/a -ulangan 932 9li" g 1.0 12,507

7.3 '&( %a/a -ulangan 93 9li" g 1.0 11,377 7.3 '5( %a/a -ulangan 9&8 9li" g 1.0 12,507

7.3 '6( na+an aat =ang !ilas ':elded :i"e Mesh( g 1.0 &0,75

7.& '1( %a/a St"utu" -iti leleh 2500 gc+2 *enediaan dan *e+asangan g 1.0 12,851



7.5 '1( $e+asangan 4e+batan anga %a/a g 1.0 738

7.5 '2( $engangutan %ahan 4e+batan g 1.0 650

7.6 '1( $ondasi e"ucu, $enediaan dan $e+ancangan M1 1.0 31,586

7.6 '2( !inding -u"a* au -an*a $engaetan M2 1.0

7.6 '3( !inding -u"a* au !engan $engaetan M2 1.0 36,872

7.6 '&( !inding -u"a* %a/a M2 1.0 21,00&

7.6 '5( !inding -u"a* %eton M2 1.0 7.6 '6( $enediaan -iang $ancang au -an*a $engaetan M3 1.0 &0,08

7.6 '7( $enediaan -iang $ancang au !engan $engaetan M3 1.0 &5,637

7.6 '8( $enediaan -iang $ancang %a/a g 1.0 115,700

7.6 '( $enediaan -iang $ancang %eton %e"tulang $"aceta M3 1.0 &,72,&

7.6 '10( $enediaan -iang $ancang %eton $"atean $"aceta M3 1.0 1,165,687

7.6 '11( $e+ancangan -iang $ancang au M1 1.0 176,82

7.6 '12( $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" &00 ++ M1 1.0 58,&

7.6 '13( $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" 500 ++ M1 1.0 58,&

7.6 '1&( $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" 600 ++ M1 1.0 58,&

7.6 '15( $e+ancangan -iang $ancang %eton $"aceta >30 c+ ? 30 c+ atau dia+e M1 1.0 61,12&

7.6 '16( $e+ancangan -iang $ancang %eton $"aceta >&0 c+ ? &0 c+ atau dia+e M1 1.0 61,12&

7.6 '17( $e+ancangan -iang $ancang %eton $"aceta >50 c+ ? 50 c+ atau dia+e M1 1.0 61,12&

7.6 '18( -iang %o" %eton, dia. 600 ++ M1 1.0 787,30&

7.6 '1( -iang %o" %eton, dia. 800 ++ M1 1.0 1,30,16&

7.6 '20( -iang %o" %eton, dia. 1000 ++ M1 1.0 2,163,&3

7.6 '21( -iang %o" %eton, dia. 1200 ++ M1 1.0 3,107,21

7.6 '22( -iang %o" %eton, dia. 1500 ++ M1 1.0 &,8&2,615

7.6 '23( -a+bahan %iaa untu @o+o" Mata $e+baa"an 7.6.'11( sd M1 1.0

0 7.6.'17( bila -iang $ancang %eton die"/aan dite+*at ang %e"ai" 0

7 6 '2&( -a+bahan %iaa untu @o+o" Mata $e+baa"an 7 6 '18( sd M1 1 0


11/401

7. $asangan %atu M3 1.0 720,5&

7.10 '1( $asangan %atu osong ang diisi duan M3 1.0 688,&2

7.10 '2( $asangan %atu osong M3 1.0 287,386

7.10 '3( %"on/ong M3 1.0 &25,&31

7.11 '1( A?*ansion 4oint -i*e s*haltic $lug M1 1.0 55,&58

7.11 '2( A?*ansion 4oint -i*e ubbe" 1 'celah 21&1 ++( M1 1.0

7.11 '3( A?*ansion 4oint -i*e ubbe" 2 'celah 3262 ++( M1 1.0

7.11 '&( A?*ansion 4oint -i*e ubbe" 3 'celah &282 ++( M1 1.0

7.11 '5( 4oint ille" untu Sa+bungan onst"usi M1 1.0

7.11 '6( A?*ansion 4oint -i*e %a/a %e"sudut M1 1.0

7.12 '1( $e"letaan Loga+ %uah 1.0

7.12 '2( $e"letaan Alasto+e"i 4enis 1 '300 ? 350 ? 36( %uah 1.0

7.12 '3( $e"letaan Alasto+e"i 4enis 2 '350 ? &00 ? 3( %uah 1.0

7.12 '&( $e"letaan Alasto+e"i 4enis 3 '&00 ? &50 ? &5( %uah 1.0

7.12 '5( $e"letaan St"i* M1 1.0

7.13 Sanda"an 'ailing( M1 1.0 20,680

7.1& $a*an @a+a 4e+batan %uah 1.0 176,000

7.15.'1( $en+bonga"an $asangan %atu M3 1.0

7.15.'2( $e+bonga"an %eton M3 1.0 &&,655

7.15.'3( $e+bonga"an %eton $"atean M3 1.0

7.15.'&( $e+bonga"an %angunan Gedung M2 1.0

7.15.'5( $e+bonga"an anga %a/a M2 1.0 262,078

7.15.'6( $e+bonga"an %alo %a/a 'Steel St"inge"s( M1 1.0 2&2,57

7.15.'7( $e+bonga"an Lantai 4e+batan au M2 1.0

7.15.'8( $e+bonga"an 4e+batan au M2 1.0

7.15.'( $engangutan asil %onga"an ang +elebihi 5 + M3 + 1.0

7.16 '1( $e"e"asan 4alan %eton M3 1.0 1,3&7,735

7.17 '1( :et Lean onc"ete M2 1.0

7.17 '2( Sand %edding 't B & c+( M2 1.0

8.1 '1( La*is $ondasi g"egat elas ut $ee"/aan Mino" M3 1.0 53,13

8.1 '2( La*is $ondasi g"egat elas % ut $ee"/aan Mino" M3 1.0 501,588 8.1 '3( g"egat untu $e"e"asan -an*a $enutu* s*al untu $ee"/aan Mino" ';ol. ge+b 1.0 &63,28

8.1 '&( :ate"bound Macada+ untu $ee"/aan Mino" M3 1.0 &13,682

8.1 '5( a+*u"an s*al $anas untu $ee"/aan Mino" M3 1.0 2,06&,871

8.1 '6( Lasbutag atau Latasbusi" untu $ee"/aan Mino" M3 1.0

8.1 '7( $enet"asi Macada+ untu $ee"/aan Mino" M3 1.0 1,386,12

8.1 '8( a+*u"an s*al !ingin untu $ee"/aan Mino" M3 1.0 1,372,87

8.1 '( esidu %itu+en untu $ee"/aan Mino" Lite" 1.0 7,&&8

8.2'1( Galian untu %ahu 4alan dan $ee"/aan Mino" Lainna M3 1.0 88,01

8.2'2( $e+be"sihan dan $e+bonga"an -ana+an 'dia+ate" C 30 c+( M2 1.0 &7,&57

8.2'3( $e+otongan $ohon dia+ete" 30 50 c+ %uah 1.0 161,&50

8.2'&( $e+otongan $ohon dia+ete" 50 75 c+ %uah 1.0 250,017

8.2'5( $e+otongan $ohon dia+ete" D 75 c+ %uah 1.0 521,22& 8.3.'1( Stabilisasi dengan -ana+an M2 1.0 8,&15

8.3.'2( Se+a $e"du M2 1.0 7,75

8.3.'3( $ohon %uah 1.0 7,50

8.&.'1( Ma"a 4alan -e"+o*lasti M2 1.0 123,576

8.&.'2( Ma"a 4alan %uan -e"+o*lasti M2 1.0 112,851

8.&.'3( .'a( a+bu 4alan -unggal dengan $e"+uaan $e+antul Anginee" G"ade %uah 1.0 &26,&82

8.&.'3( .'b( a+bu 4alan Ganda dengan $e"+uaan $e+antul Anginee" G"ade %uah 1.0 621,177

8.&.'&( .'a( a+bu 4alan -unggal dengan $e+antul igh


12/401

.2 $ee"/a %iasa 4a+ 1.0 7,071

.3 -uang au, -uang %atu, dsb 4a+ 1.0 10,21&

.& !u+* -"uc, a*asitas 3& +F 4a+ 1.0 22,78

.5 -"u %a !ata" 3 & ton 4a+ 1.0 &37,761

.6 -"u -angi 3000 &500 Lite" 4a+ 1.0 225,81&

.7 %ulldoEe" 100 150 $ 4a+ 1.0 500,75

.8 Moto" G"ade" +in 100 $ 4a+ 1.0 &36,52

. Loade" oda a"et 1.0 1.6 M3 4a+ 1.0 3&0,8

.10 Loade" oda %e"antai 75 100 $ 4a+ 1.0 21,2&&

.11 lat $enggali 'A?ca;ato"( 80 1&0 $ 4a+ 1.0 &7,&37

.12 "ane 10 15 -on 4a+ 1.0 657,35

.13 $enggilas oda %esi 6 -on 4a+ 1.0 &85,083

.1& $enggilas %e";ib"asi 5 8 -on 4a+ 1.0 &11,56

.15 $e+adat %e";ib"asi 1.5 3.0 $ 4a+ 1.0 &,13

.16 $enggilas oda a"et 8 10 -on 4a+ 1.0 &37,8&3

.17 o+*"eso" &000 6500 Lt"+nt 4a+ 1.0 15,602

.18 %eton $engadu 'Molen( 0.3 0.6 M3 4a+ 1.0 175,612

.1 $o+*a i" 70 100 ++ 4a+ 1.0 &0,876

.20 4ac a++e" 4a+ 1.0 38,36

10.1 '1( $e+eliha"aan utin $e"e"asan LS 1.0 7,315,700

10.1 '2( $e+eliha"aan utin %ahu 4alan LS 1.0 3,7&,15

10.1 '3( $e+eliha"aan utin Seloan, Salu"an i", Galian dan -i+bunan LS 1.0 51,608,28

10.1 '&( $e+eliha"aan utin $e"lenga*an 4alan LS 1.0 1&,66,51

10.1 '5( $e+eliha"aan utin 4e+batan LS 1.0 7&,528,02&


13/401

Jumlah

Harga-Harga

!u"iah#

g B 'd ? e(

1,353,030,000

33,782

580,0&5

&58,080

563,28

62,028

1,572,058

0

16,553,853

1&3,003

3&1,37

27,225

7&,177

25&,165

7,022

608,108

5&&,73

0

153,&50

61,363

12,657

183,727

170,3&

150,1&7

108,32

227,662

88,&6

816

0

62,06

5&1,236

773,237

182,26

8,3&6

7,816

5,&70621,002

522,53

53&,&72

816,32&

1&3,003

0

0

5,578

6,&7&

5,&2

,&3&

7,3703,758

&8,65

67,215

1,000,00

2,016,087

877,57

7,11

76,8&8


14/401

7,167

,76

1,832,188

6,262,621

2&,000

1,&86,0&1

1,388,1&3

1,&86,032

1,68,301

1,638,85

1,61&,633

1,321,35

1,23,06

8,057

8&6,861

16,830

2&,773,258

27,531,01

28,&70,680

2,&60,680

30,&50,680

31,110,680

33,13&,680

32,760,680

275,38&

37,27&,&30

1,31&,337

11,787

11,781

12,507

11,37712,507

&0,75

12,851

12,851

12,851

738

650

31,586

0

36,872

21,00&

0&0,08

&5,637

115,700

&,72,&

1,165,687

176,82

58,&

58,&

58,&

61,12&

61,12&

61,12&

787,30&

1,30,16&

2,163,&3

3,107,21

&,8&2,615

0

0

0


15/401

720,5&

688,&2

287,386

&25,&31

55,&58

0

0

0

0

0

0

0

0

0

0

20,680

176,000

0

&&,655

0

0

262,078

2&2,57

0

0

0

1,3&7,735

0

0

53,13

501,588&63,28

&13,682

2,06&,871

0

1,386,12

1,372,87

7,&&8

88,01

&7,&57

161,&50

250,017

521,22&8,&15

7,75

7,50

123,576

112,851

&26,&82

621,177

&71,032

70,182

112,616

36,118

171,&2

65&,128

2,303

168,753

1&3,321

0

1&,805

8&,6&2

0


16/401

7,071

10,21&

22,78

&37,761

225,81&

500,75

&36,52

3&0,8

21,2&&

&7,&37

657,35

&85,083

&11,56

&,13

&37,8&3

15,602

175,612

&0,876

38,36

7,315,700

3,7&,15

51,608,28

1&,66,51

7&,528,02&


17/401

!4KP'TU&S'P4!K'!N H!5 P4K4!JN

Proyek 6 Bag"ro 7

No. Paket Kontrak 7

Nama Paket 7

Pro" 6 Kab 6 Kodya 7

Jumlah Harga

No. 8i9isi Uraian Peker3aan

!u"iah#

1 9+u+ 1,353,030,000

2 !"ainase 21,302,238

3 $ee"/aan -anah 3,23,85&

& $eleba"an $e"e"asan dan %ahu 4alan 2,1&7,&&3

5 $ee"asan @on s*al 2,637,3&0

6 $e"e"asan s*al 28,6&,52

7 St"utu" 338,662,013

8 $enge+balian ondisi dan $ee"/aan Mino" &&,083,200

$ee"/aan a"ian 5,&26,13

10 $ee"/aan $e+eliha"aan utin 260,21&,158

2,05,761,33

'%( $a/a $e"ta+bahan @ilai ' $$@ ( B 10 ? '( 205,76,13

'( 49ML -H-L G $AA4@ B '( I '%( 2,265,737,532

-e"bilang > ....................................

....................................

..............., ................. 20...

Menetu/ui Mengesahan $anitia $elelangan

$"oe %ag*"o ...................... etua,

$in*"o $inbag*"o,

' ............................. ( ' ............................. (

'( 4u+lah a"ga $ee"/aan ' termasuk Biaya Umum dan Keuntungan(


18/401

2


19/401

'T4M P4MB(!N N$. 7 :.)

J4N'S P4K4!JN 7 M$B'&'SS'

% T4!H8P T$T& B'( P!$(4K ; 65.6887

&embar :.)-:

H!5 JUM&H

No. U ! ' N STUN S'&'TS K$NT!KT$!

1 %ase a+* M2 150 50,000 7,500,000

2 anto" M2 60 75,000 &,500,000

3 %a"a M2 60 &5,000 2,700,000

& %engel M2 100 25,000 2,500,000

5 Gudang, dan lainlain M2 100 25,000 2,500,000

6 . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0

8. >S'&'TS &B$!T$!'UM

1 uang Labo"ato"iu+ 'sesuai Ga+ba"( M2 108 55,000 5,&0,000

2 Soil ? ggregate Testing

o+*action -est Set 1 15,000,000 15,000,000

% -est Set 1 20,000,000 20,000,000

S*ecific G"a;it Set 1 5,000,000 5,000,000

tte"be"g Li+its Set 1 5,000,000 5,000,000

G"ain SiEe nalsis Set 1 12,500,000 12,500,000

ield !ensit -est b Sand one Methode Set 2 6,500,000 13,000,000

Moistu"e ontent Set 2 6,000,000 12,000,000

b"asion of gg"egate b Los ngeles Machine %ln 2 5,000,000 10,000,000

3 Bituminous Testing

Ma"shall s*halt -est Set 1 20,000,000 20,000,000

A?t"action -est, ent"ifugeefflu? Method Set 1 ,000,000 ,000,000

S*ecific G"a;it fo" oa"se gg"egate Set 1 ,000,000 ,000,000

S*ecific G"a;it fo" ine gg"egate Set 1 ,000,000 ,000,000

Mi? i" Jiod ontent 'ccu"ate Method( Set 1 15,000,000 15,000,000

o"e !"ill Set 1 15,000,000 15,000,000

Metal -he"+o+ete" Set 1 1,000,000 1,000,000

ccesso"ies and -olls Set 1 5,000,000 5,000,000

$enet"ation -est %ln 6 1,000,000 6,000,000

Softening $oint Set 1 6,000,000 6,000,000

efusal !ensit o+*acto" Set 1 15,000,000 15,000,000

& 1on@rete Testing

Slu+* one Set 1 500,000 500,000linde"ube Mould fo" o+*"essi;e St"ength Set 1 10,000,000 10,000,000

%ea+ Mould fo" le?u"al St"ength '"ushing Machine Set 1 50,000,000 50,000,000

, Pendukung '$e"isa asilitas Labo"ato"iu+( 225,000,000

$"erasional '$e"isa asilitas Labo"ato"iu+( 276,000,000


20/401

4. M$B'&'SS' &'NN(

A.


21/401


22/401

>S'&'TS &B$!T$!'UM

STUN P4N5UKU!N > Lu+* su+

H!5 STUN > !". AA*/+*+++.++

N$. U!'N STUN


23/401

T$T& H!5 ' -


24/401


25/401

K4T4!N5N

%eli

%eli

%eli

%eli

%eli

%eli

%eli

Sea

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli

%eli


26/401


27/401


28/401

Perhitungan Kebutuhan lat untuk Mobilisasi

@o @a+a lat ode 4adal $ee"/aan uantitas Sat -a"get

@o


29/401


@o


30/401


@o


31/401


32/401


33/401

$e"alatan =ang !i*e"luan

/u+lah alat /u+lah +ini+al ebut. di

*e" ite+ alat la*angan

10B8? 11 12 13

0.000016

0.000007

0.000007

0.000013

0.000013

0.0000060.000006

0.000000

0.000000

0.000000

0.000000 0.00002 1 1

0.000000

0.000023

0.000000

0.000 0.000 1 1

0.000 0.000 1 1

0.000

0.000

0.000

0.000

0.000 0.000 1 1

0.000

0.000

0.000 0.000 1 1

0.000

0.000 0.000 1 1

0.000 0.000 18 18


34/401




10B8? 11 12 13

0.000

0.000

0.000

0.000

0.000

0.0000.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000 0.000 3 3

0.0000.000

0.000 0.000 1 1

0.000 0.000 1 1

0.000

0.000

0.000

0.000

0.000 0.000 1 1

0.0000.000

0.000

0.000

0.000


35/401




10B8? 11 12 13

0.000 0.000 1 1

0.000

0.000

0.000

0.0000.000

0.000 0.000 1 1

0.000

0.000

0.000

0.000

0.000 0.000 1 1

0.000

0.000

0.000

0.000 0.000 1 1

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000 0.000 3 3

0.0000.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000 0.000 1 1


36/401

'N>$!MS' UMUM

No. U ! ' N ' N > $ ! M S '

1. @o+o" $aet ont"a > OOOOOOOOOOOOOOOOOO

2. @a+a $aet > OOOOOOOOOOOOOOOOOOOOOOOOO.. OOOOOOOOOOOOOOOOOOOOOOOOO.

3. $"o*insi abu*aten ota+ada > OOOOOOOOOOOOOOOOOO

&. Loasi *ee"/aan $e"isa la+*i"an

5. ondisi /alan la+a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

6. $an/ang efetif ' lihat setsa di baah ( 1&.

7. Leba" /alan la+a ' bahu I *e"e"asan I bahu ( ' 0.50 I &.50 I 0.50 ( +ete"

8. Leba" encana ' bahu I *e"e"asan I bahu ( ' 1.00 I 6.00 I 1.00 ( +ete"

. $ena+*ang /alan, /enis dan ;olu+e *ee"/aan *oo Lihat la+*i"an.

10. 4anga atu *elasanaan *ee"/aan 360 ha"i alende"

tau 12.00 bulan '$e"iode $elasanaan(

11. 4a"a "ata"ata %ase a+* e loasi *ee"/aan D L B 8.73 ilo+ete"

$e"hitungan didasa"an *ada setsa di baah ini >

7.&5 + B a 7.&5 + B b

5.0 + B c

B

%ase a+* D

alulasi 4a"a ataata B

12. 4a+ e"/a efetif dala+ 1 ha"i 7.0 /a+

13. su"ansi, $a/a, dsb. untu $e"alatan 0.002 ? a"ga $oo lat

1&. -ingat Suu %unga


37/401

20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .


38/401

8>T!

H!5 8S! STUN BHN

H!5

No. U ! ' N K$84 STUN STUN K4T4!N5N

!".#

1 $asi" $asang 'Sedang( M01b M3 206,500.00 %ase a+*

2 $asi" %eton 'asa"( M01a M3 258,800.00 %ase a+*

3 $asi" alus 'untu S( M01c M3 300,182.18 %ase a+*

& $asi" 9"ug 'ada unsu" le+*ung( M01d M3 258,800.00 %ase a+*

5 %atu ali M02 M3 215,800.00 Loasi $ee"/aan

6 g"egat asa" M03 M3 300,182.18 %ase a+*

7 g"egat alus M0& M3 300,182.18 %ase a+*

8 i l l e " M05 g 550.00 $"oses%ase a+*

%atu %elah e"aal M06 M3 18&,100.00 Loasi $ee"/aan

10 G " a ; e l M07 M3 &0&,00.00 %ase a+*

11 %ahan -anah -i+bunan M08 M3 20,000.00 %o""o $itQua""

12 %ahan $ilihan M0 M3 25,000.00 Nua""

13 s*al M10 G 6,&00.00 %ase a+*

1& e"osen Mina -anah M11 L


39/401

66 %a/a -ulangan '9li"( !&8 M3d g ,000.00 Loasi $ee"/aan

67 $< Gi"de" LB17+ M58a %uah 86,000,000 $elabuhan te"deat

68 $< Gi"de" LB21+ M58b %uah 7,000,000 $elabuhan te"deat

6 $< Gi"de" LB26+ M58c %uah 12&,000,000 $elabuhan te"deat

70 $< Gi"de" LB32+ M58d %uah 157,000,000 $elabuhan te"deat

71 $< Gi"de" LB36+ M58e %uah 168,000,000 $elabuhan te"deat

72 $< Gi"de" LB&1+ M58f %uah 12,000,000 $elabuhan te"deat

73 %eton 300 M5 M3 1,201,268.1 Loasi $ee"/aan

7& %eton 175 M60 M3 07,32&.7 Loasi $ee"/aan

75 e"ucu M61 M 15,000

76 Alasto+e" M62 buah 300,000

77 %ahan *engaet> "eosot M63 lite" 5,000

78 Mata ucing M6& buah 75,000

7 ncho"age M65 buah &80,000

80 nti st"**ing agent M66 lite" 2&,000.00

81 %ahan Modifiasi M67 g 1,000.00

82 %eton 500 M68 M3 1,5&3,0.85

83 %eton &00 M6 M3 1,&8,871.6

8& !ucting 'abel *"est"ess( M70 M 150,000

85 !ucting 'St"and *"est"ess( M71 M 50,000

86 %eton 350 M72 M3 1,&67,8&8.&8

87 Multi*les 12 ++ M73 Lb" 181,500.00

88 Alasto+e" /enis 1 M7&a buah 385,500.00 %ase a+*

8 Alasto+e" /enis 2 M7&b buah 650,000.00 %ase a+*

0 Alasto+e" /enis 3 M7&c buah 838,000.00 %ase a+*1 A?*ansion -i*e 4oint s*haltic $lug M75d M 1,000,000.00 %ase a+*

2 A?*ansion 4oin -i*e ubbe" M75e M 1,200,000.00 %ase a+*

3 A?*ansion 4oin %a/a Siu M75f M 275,000.00 %ase a+*

& Ma"+e" M76 %uah &00,000.00 %ase a+*

5 e"b -*e M77 %uah &5,000.00 %ase a+*

6 $a;ing %loc M78 %uah &0,000.00 Loasi $ee"/aan

7 Mini -i+be" $ile M7 %uah 27,000.00 Loasi $ee"/aan

8 A?*ansion 4oint -i*e -o"+a M80 M1 1,200,000.00 Loasi $ee"/aan

St"i* %ea"ing M81 %uah 22,500.00 Loasi $ee"/aan

100 4oint Socet $ile 35?35 M82 Set 607,500.00 Loasi $ee"/aan

101 4oint Socet $ile 16?16?16 M83 Set 67,500.00 Loasi $ee"/aan

102 Mi"o $ile 16?16?16 M8& M1 60,750.00 Loasi $ee"/aan

103 Mat"as onc"ete M85 %uah &05,000.00 Loasi $ee"/aan

10& ssetilline M86 %otol 22,500.00 Loasi $ee"/aan

105 H?gen M87 %otol 11&,750.00 Loasi $ee"/aan

106 %atu %a"a M88 g 600.00 Loasi $ee"/aan

107 $i*a Gal;anis !ia 3R M2&a M 20,000.00

108 $i*a Gal;anis !ia 1,5R M2&b M 15,000.00

10 g"egat $ecah Mesin 05 ++ M1 M3 300,182.18 %ase a+*

110 g"egat $ecah Mesin 510 T 1020 ++ M2 M3 300,182.18 %ase a+*


112 4oint Sealent M& g 3&,100.00

113 at nti a"at M5 g 35,750.00

11& A?*ansion a* M6 M2 6,050.00

115 $oltene 125 +i"on M7 g 1,250.00

116 u"ing o+*ound M8 Lt" 38,500.00

117 au cuan M M3 1,250,000.00

118 dditi;e M67a Lt" 38,500.00

11 asing M100 M2 ,000.00120

121

122


40/401

8>T!

H!5 8S! STUN BHN

H!5

No. U ! ' N K$84 STUN STUN K4T4!N5N

!".#

1 $asi" $asang 'Sedang( M01b M3 206,500.00 %ase a+*

2 $asi" %eton 'asa"( M01a M3 258,800.00 %ase a+*

3 $asi" alus 'untu S( M01c M3 300,182.18 %ase a+*

& $asi" 9"ug 'ada unsu" le+*ung( M01d M3 258,800.00 %ase a+*

5 %atu ali M02 M3 215,800.00 Loasi $ee"/aan

6 g"egat asa" M03 M3 300,182.18 %ase a+*

7 g"egat alus M0& M3 300,182.18 %ase a+*

8 i l l e " M05 g 550.00 $"oses%ase a+*

%atu %elah e"aal M06 M3 18&,100.00 Loasi $ee"/aan

10 G " a ; e l M07 M3 &0&,00.00 %ase a+*

11 %ahan -anah -i+bunan M08 M3 20,000.00 %o""o $itQua""

12 %ahan $ilihan M0 M3 25,000.00 Nua""

13 s*al M10 G 6,&00.00 %ase a+*

1& e"osen Mina -anah M11 L


41/401

66 %a/a -ulangan '9li"( !&8 M3d g ,000.00 Loasi $ee"/aan

67 $< Gi"de" LB17+ M58a %uah 86,000,000 $elabuhan te"deat

68 $< Gi"de" LB21+ M58b %uah 7,000,000 $elabuhan te"deat

6 $< Gi"de" LB26+ M58c %uah 12&,000,000 $elabuhan te"deat

70 $< Gi"de" LB32+ M58d %uah 157,000,000 $elabuhan te"deat

71 $< Gi"de" LB36+ M58e %uah 168,000,000 $elabuhan te"deat

72 $< Gi"de" LB&1+ M58f %uah 12,000,000 $elabuhan te"deat

73 %eton 300 M5 M3 1,201,268.1 Loasi $ee"/aan

7& %eton 175 M60 M3 07,32&.7 Loasi $ee"/aan

75 e"ucu M61 M 5,500

76 Alasto+e" M62 buah 300,000

77 %ahan *engaet> "eosot M63 lite" 5,000

78 Mata ucing M6& buah 75,000

7 ncho"age M65 buah &80,000

80 nti st"**ing agent M66 lite" 2&,000.00

81 %ahan Modifiasi M67 g 1,000.00

82 %eton 500 M68 M3 1,5&3,0.85

83 %eton &00 M6 M3 1,&8,871.6

8& !ucting 'abel *"est"ess( M70 M 150,000

85 !ucting 'St"and *"est"ess( M71 M 50,000

86 %eton 350 M72 M3 1,&67,8&8.&8

87 Multi*les 12 ++ M73 Lb" 181,500.00

88 Alasto+e" /enis 1 M7&a buah 385,500.00 %ase a+*

8 Alasto+e" /enis 2 M7&b buah 650,000.00 %ase a+*

0 Alasto+e" /enis 3 M7&c buah 838,000.00 %ase a+*1 A?*ansion -i*e 4oint s*haltic $lug M75d M 1,000,000.00 %ase a+*

2 A?*ansion 4oin -i*e ubbe" M75e M 1,200,000.00 %ase a+*

3 A?*ansion 4oin %a/a Siu M75f M 275,000.00 %ase a+*

& Ma"+e" M76 %uah &00,000.00 %ase a+*

5 e"b -*e M77 %uah &5,000.00 %ase a+*

6 $a;ing %loc M78 %uah &0,000.00 Loasi $ee"/aan

7 Mini -i+be" $ile M7 %uah 27,000.00 Loasi $ee"/aan

8 A?*ansion 4oint -i*e -o"+a M80 M1 1,200,000.00 Loasi $ee"/aan

St"i* %ea"ing M81 %uah 22,500.00 Loasi $ee"/aan

100 4oint Socet $ile 35?35 M82 Set 607,500.00 Loasi $ee"/aan

101 4oint Socet $ile 16?16?16 M83 Set 67,500.00 Loasi $ee"/aan

102 Mi"o $ile 16?16?16 M8& M1 60,750.00 Loasi $ee"/aan

103 Mat"as onc"ete M85 %uah &05,000.00 Loasi $ee"/aan

10& ssetilline M86 %otol 22,500.00 Loasi $ee"/aan

105 H?gen M87 %otol 11&,750.00 Loasi $ee"/aan

106 %atu %a"a M88 g 600.00 Loasi $ee"/aan

107 $i*a Gal;anis !ia 3R M2&a M 20,000.00

108 $i*a Gal;anis !ia 1,5R M2&b M 15,000.00


110 g"egat $ecah Mesin 510 T 1020 ++ M2 M3 300,182.18 %ase a+*


112 4oint Sealent M& g 3&,100.00

113 at nti a"at M5 g 35,750.00

11& A?*ansion a* M6 M2 6,050.00

115 $oltene 125 +i"on M7 g 1,250.00

116 u"ing o+*ound M8 Lt" 38,500.00

117 au cuan M M3 1,250,000.00

118 dditi;e M67a Lt" 38,500.00

11 asing M100 M2 ,000.00120

121

122


42/401

H!5 ? J!K !T-!T

8!' SUMB4! BHN DU!!(#

H!5 J!K

No. U ! ' N STUN !$(&T( DU!!( K4T.

!"# Km #

1. M01 $ a s i " $asang M3 10,000.00 30.00 e Loasi $e.

M01 $ a s i " %eton M3 10,000.00 30.00 e Loasi $e.2. M02 %atu ali M3 35,000.00 25.00 e Loasi $e.

3. M06 %atu %elah%atu Nua"" %esa" M3 ,000.00 20.00 e Loasi $e.

&. M07 G " a ; e l M3 12,000.00 &0.00 e %ase a+*

5. M10 s*al e+ent '$elabuhan( G 10.00 e %ase a+*

6. M16 S i " t u M3 10,000.00 20.00 e Loasi $e.

7. M&& $asi" 9"ug M3 18,000.00 20.00 e Loasi $e.

8 M08 -anah -i+bun M3 20,300.00 20.00 e Loasi $e.

M0 Mate"ial $ilihan M3 20,300.00 20.00 e Loasi $e.

1atatan 7 Harga !oyalty sudah ditambah biaya retribusi sebesar !". 0++*-6m0


43/401

N&'S H!5 8S! STUN BHN

4enis > M01a $asi" $asang

Loasi > Nua""

-u/uan> %ase a+*

H!5

No. U!'N K$84 K$4>. STUN STUN!".#

'. SUMS'

1 Menggunaan alat be"at

2 ondisi 4alan > bai

3 4a"a Nua"" e loasi %ase a+* L 30.00 +

& a"ga satuan *asi" di Nua"" *M01 1.00 M3 10,000.00

5 a"ga Satuan !asa" A?ca;ato" *A10 1.00 4a+ &35,851.77

6 a"ga Satuan !asa" !u+* -"uc *A0 1.00 4a+ &05,015.6

7 %e"at ;olu+e *asi" %il 1.&2 ton+3

''. U!UTN K4!J

1 $asi" digali dengan A?ca;ato"

2 A?ca;ato" sealigus +e+uat *asi" hasil

galian e dala+ !u+* -"uc

3 !u+* -"uc +engangut *asi" e loasi

%ase a+*

'''. P4!H'TUN5N

4E1


44/401

%e"sa+bung


4enis > M01a $asi" $asang

Loasi > Nua""

-u/uan> %ase a+*

Lan/utan

H!5


a*asitas $"odusi 4a+ B

J ? a ? 60 N2 2.18 M3 4a+

-s2 ? %il

%iaa !u+* -"uc M3 B '1 > N2( ? *A08 !") :F*+:.) !u"iah

'


45/401


4enis > M02 %atu ali

Loasi > Nua""

-u/uan > Loasi $ee"/aan

H!5


'. SUMS'



3 4a"a Nua"" e Loasi $ee"/aan L 25.00 +

& a"ga satuan batu ali di Nua"" *M02 1.00 M3 35,000.00



7 %e"at ;olu+e batu ali %il 1.&& ton+3

''. U!UTN K4!J

1 %atu ali digali dengan A?ca;ato"

2 A?ca;ato" sealigus +e+uat batu alihasil galian e dala+ !u+* -"uc

3 !u+* -"uc +engangut batu ali e

loasi *ee"/aan

'''. P4!H'TUN5N

4E1


46/401


4enis > M02 %atu ali

Loasi > Nua""


Lan/utan

H!5

No. U!'N K$84 K$4>. STUN STUN

!".#


J ? a ? 60 N2 2.&5 M3 4a+

-s2 ? %il

%iaa !u+* -"uc M3 B '1 > N2( ? *A08 !") :,*:)).,A !u"iah

'


47/401


4enis > M06 %atu %elah

Loasi > Nua""


H!5


'. SUMS'



3 4a"a Nua"" e Loasi $ee"/aan L 20.00 +

& a"ga satuan batu ali di Nua"" *M06 1.00 M3 ,000.00



7 a"ga Satuan !asa" :heel Loade" *A15 1.00 4a+ 30,0.06

8 a"ga Satuan 9*ah $ee"/a *L01 1.00 4a+ 6,&28.57

%e"at ;olu+e batu belah %il 1.60 ton+3

''. U!UTN K4!J1 %atu ali digali dengan A?ca;ato"

2 %atu ali dibelah oleh $ee"/a

3 !engan :heel Loade" batu belah di+uat

e !u+* -"uc ang +engangut batu

belah e loasi *ee"/aan

'''. P4!H'TUN5N

3.a 4E1 N2( ? *A15 !") *:.00 !u"iah

%e"sa+bung


48/401


4enis > M06 %atu %elah

Loasi > Nua""


Lan/utan

H!5


!".#

3.c 8UMP T!U1K 4+#

a*asitas ba J 10.00 ton

ato" efisiensi alat a 0.83

ece*atan "ata"ata be"+uatan ;1 20.00 M4a+

ece*atan "ata"ata osong ;2 30.00 M4a+

:atu silus -s2

Muat B 'J ? 60('N1 ? %il( -1 13.& +enit

:atu te+*uh isi B 'L;1( ? 60 -2 60.00 +enit

:atu te+*uh osong B 'L;2( ? 60 -3 &0.00 +enit

Lainlain -& 1.00 +enit

-s2 11&.& +enit


J ? a ? 60 N3 2.72 M3 4a+

-s2 ? %il

%iaa !u+* -"uc M3 B '1 > N3( ? *A08 !"0 :/F*FA.+: !u"iah

3.d P4K4!J

$"odusi +enentuan > A?ca;ato" N1 27.788& M3 4a+

asil galian batu ha"i B N1 ? 7 4a+ Nt 1&.5188 M3 7 /a+

ebutuhan $ee"/a $ 15.00 H"ang

%iaa $ee"/a M3 B

U '7 4a+ ? $( > Nt V ? *L01 !"/ 0*/A+.:+ !u"iah

'


49/401


4enis > M07 G"a;el

Loasi > Nua""

-u/uan> %ase a+*

H!5


!".#

'. SUMS'



3 4a"a Nua"" e Loasi $ee"/aan L &0.00 +

& a"ga satuan G"a;el di Nua"" *M07 1.00 M3 12,000.00



7 %e"at ;olu+e g"a;el %il 2.20 ton+3

''. U!UTN K4!J

1 G"a;el digali dengan A?ca;ato"

2 A?ca;ato" sealigus +e+uat g"a;el

hasil galian e dala+ !u+* -"uc

3 !u+* -"uc +engangut g"a;el e

loasi *ee"/aan

'''. P4!H'TUN5N

4E1


50/401


4enis > M07 G"a;el

Loasi > Nua""

-u/uan> %ase a+*

Lan/utan

H!5


!".#


J ? a ? 60 N2 1.07 M3 4a+

-s2 ? %il

%iaa !u+* -"uc M3 B '1 > N2( ? *A08 !") 0AA*:/., !u"iah

'


51/401


4enis > M16 Si"tu

Loasi > Nua""


H!5


'. SUMS'



3 4a"a Nua"" e loasi %ase a+* L 20.00 +

& a"ga satuan Si"tu di Nua"" *M16 1.00 M3 10,000.00



7 %e"at ;olu+e si"tu %il 1.51 ton+3

''. U!UTN K4!J

1 Si"tu digali dengan A?ca;ato"

2 A?ca;ato" sealigus +e+uat si"tu hasilgalian e dala+ !u+* -"uc

3 !u+* -"uc +engangut si"tu e loasi

%ase a+*

'''. P4!H'TUN5N

4E1


52/401


4enis > M16 Si"tu

Loasi > Nua""


Lan/utan

H!5


!".#


J ? a ? 60 N2 2.8 M3 4a+

-s2 ? %il

%iaa !u+* -"uc M3 B '1 > N2( ? *A08 !") :0,*A/+.F/ !u"iah

'


53/401


4enis > M&& $asi" 9"ug

Loasi > Nua""


H!5


!".#

'. SUMS'



3 4a"a Nua"" e loasi *ee"/aan L 20.00 +

& a"ga satuan *asi" u"ug di Nua"" *M&& 1.00 M3 18,000.00



7 %e"at ;olu+e *asi" u"ug %il 1.&2 ton+3

''. U!UTN K4!J

1 *asi" u"ug digali dengan A?ca;ato"

2 A?ca;ato" sealigus +e+uat *asi" u"ug

hasil galian e dala+ !u+* -"uc

3 !u+* -"uc +engangut *asi" u"uge loasi *ee"/aan

'''. P4!H'TUN5N

4E1


54/401


4enis > M&& $asi" 9"ug

Loasi > Nua""


Lan/utan

H!5


!".#


J ? a ? 60 N2 3.16 M3 4a+

-s2 ? %il

%iaa !u+* -"uc M3 B '1 > N2( ? *A08 !") :)F*0/F.+ !u"iah

'


55/401


4enis > M1c $asi" %eton

Loasi > Nua""


H!5


'. SUMS'



3 4a"a Nua"" e loasi *ee"/aan L 30.00 +

& a"ga satuan *asi" u"ug di Nua"" *M&& 1.00 M3 10,000.00



7 %e"at isi ;olu+e *asi" beton %il 1.6 ton+3

''. U!UTN K4!J

1 *asi" u"ug digali dengan A?ca;ato"

2 A?ca;ato" sealigus +e+uat *asi" u"ughasil galian e dala+ !u+* -"uc

3 !u+* -"uc +engangut *asi" u"ug

e loasi *ee"/aan

'''. P4!H'TUN5N

4E1


56/401


4enis > M1c $asi" %eton

Loasi > Nua""


Lan/utan

H!5No. U!'N K$84 K$4>. STUN STUN

!".#


J ? a ? 60 N2 1.77 M3 4a+

-s2 ? %il

%iaa !u+* -"uc M3 B '1 > N2( ? *A08 !") ))*0:.A !u"iah

'


57/401

nalisa Penentuan Harga Bahan

%ahan > Se+en

@o 9"aian egiatan %iaa 4u+lah o+binasi

*satuan 4u+lah '*( '*(

1 a"ga di ota *Ea 50,000.00 50,000.00

2 andling *Ea

3 -"ans*o"t e *"oe *Ea 2,500.00 2,500.00

& $e+bonga"an, gudang *Ea

5 :aste 5 *Ea 2,500.00 2,500.00

subtotal !"6ton ,,*+++.++

6 euntungan T H;e"head *ton 5,500.00

10 'hana ut *ee"/aan

ha"ian(

total 3umlah !"6ak +*,++.++

%ahan > s*al



1 a"ga di *elabuhan *d"u+ 1,&00,000.00 1,&00,000.00

da"i bengulu

2 andling *d"u+ 5,000.00 5,000.00

3 -"ans*o"t e *"oe *d"u+ 20,000.00 20,000.00

& $e+bonga"an *d"u+ 10,000.00 10,000.00

5 :aste 2 *d"u+ 28,000.00 28,000.00

subtotal !"6ton :*/0*+++.++

6 euntungan T H;e"head *ton 1&6,300.00

10 'hana ut *ee"/aan

ha"ian(

total /u+lah *ton 1,60,300.00

*g 10,728.67F Harga setelah ditambah !"6kg :)*,AF.A


58/401

>ormulir Penentuan Harga Bahan

%ahan > Se+en



1 a"ga di bengulu *Ea &5,000.00 &5,000.00

2 andling

3 -"ans*o"t e *"oe *Ea

& $e+bonga"an, gudang *Ea 3,000.00 3,000.00

5 :aste 5 *Ea 2,250.00 2,250.00

subtotal *ton 50,250.00

6 euntungan T H;e"head *ton 5,025.00

5 'hana ut *ee"/aan

ha"ian(

total /u+lah *Ea 55,275.00

*Ea 2,763.75

7 a"ga @etto *Ea 25,000.00

8 a"ga setelah dita+bah *Ea 27,763.75

%ahan > s*al



1 a"ga di *elabuhan *ton 21&,700.00 21&,700.00

da"i 4aa"ta

2 andling *ton 1,500.00 1,500.00

3 -"ans*o"t e *"oe *ton 3,360.00 3,360.00

& $e+bonga"an, gudang *ton 1,500.00 1,500.00

5 :aste 2 *ton &,300.00 &,300.00

subtotal *ton 225,360.00

6 euntungan T H;e"head *ton 11,268.005 'hana ut *ee"/aan

ha"ian(

total /u+lah *ton 236,628.00

*g 236.63

7 a"ga @etto *g 1,850.00

8 a"ga setelah dita+bah *g 2,086.63


59/401

8>T! B'( S4G P4!&TN P4! JM K4!J

B'(

No. U!'N K$ HP KP. H!5 S4G

84 &T &T6JM

di luar PPN#

1 S$L- M

&3 H@A-A $@ M


60/401

8>T! B'( S4G P4!&TN P4! JM K4!J

B'(

No. U!'N K$ HP KP. H!5 S4G

84 &T &T6JM

di luar PPN#

1 S$L- M

&3 H@A-A $@ M


61/401

U!'N N&'S &T

No. U ! ' N K$84 K$4>. STUN K4T.

H

. U!'N P4!&TN &

1. 4enis $e"alatan T!$NT$N 40,

2. -enaga $ 150.0 $ U

3. a*asitas * 15.0 -on &. lat %a"u > a. 9+u" Aono+is 10.0 -ahun E35

b. 4a+ e"/a !ala+ 1 -ahun : 1,500.0 4a+

c. a"ga lat % &50,000,000 u*iah

5.

B. B'( PST' P4! JM K4!J

1. @ilai Sisa lat B 10 ? % &5,000,000 u*iah

2. ato" ngsu"an Modal B i ? '1 I i(W ! 0.125

'1 I i(W 1

3. %iaa $asti *e" 4a+ >

a. %iaa $enge+balian Modal B ' % ( ? ! A 53,78.06 u*iah

:

b. su"ansi, dll B 0.002 ? % 600.00 u*iah

:

Biaya Pasti "er Jam ; ' A I ( G ,/*0F.+ u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 123,750.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 157,500.00 u*iah

%iaa bengel '6.25 dan 8.75( ? % 4 26,250 u*iah :

3. $e"aatan dan B '12,5 17,5 ( ? % 52,500.00 u*iah

*e"baian :

&. H*e"ato" B ' 1 H"ang 4a+ ( ? 91 L 17,857.1& u*iah

5. $e+bantu H*e"ato" B ' 3 H"ang 4a+ ( ? 92 M 25,71&.2 u*iah

Biaya $"erasi "er Jam ; 'I


62/401

U!'N N&'S &T

H

No. U ! ' N K$84 K$4>. STUN K4T.

B

. U!'N P4!&TN

1. 4enis $e"alatan 1$&8 M'&&'N5 M1H'N4 40A

2. -enaga $ 2&8.0 $ E383. a*asitas * 1,000 +

&. lat %a"u > a. 9+u" Aono+is 5.0 -ahun

b. 4a+ e"/a !ala+ 1 -ahun : 2,000.0 4a+

c. a"ga lat % &,&5,000,000 u*iah


1. @ilai Sisa lat B 10 ? % &&,500,000 u*iah


'1 I i(W 1

3. %iaa $asti *e" 4a+ >


:

b. su"ansi, dll B 0.002 ? % &,&5.00 u*iah

:

Biaya Pasti "er Jam ; ' A I ( G F*AA:.F u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 163,680.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 217,000.00 u*iah

%iaa bengel '6.25 dan 8.75( ? % 4 216,3&& u*iah

:

3. $e"aatan dan B '12,5 17,5 ( ? % 30,062.50 u*iah

*e"baian :



Biaya $"erasi "er Jam ; 'I. STUN K4T.

. U!'N P4!&TN E4

1. 4enis $e"alatan !$1K 8!'&& B!4K4! 40

2. -enaga $ 3.0 $


63/401

3. a*asitas *


b. 4a+ e"/a !ala+ 1 -ahun : 1,500.0 4a+

c. a"ga lat % 00,000,000 u*iah


1. @ilai Sisa lat B 10 ? % 0,000,000 u*iah


'1 I i(W 1

3. %iaa $asti *e" 4a+ >


:

b. su"ansi, dll B 0.002 ? % 1,200.00 u*iah E4$

:

Biaya Pasti "er Jam ; ' A I ( G :+F*A.:: u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 2,&75.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 3,150.00 u*iah

%iaa bengel '6.25 dan 8.75( ? % 4 52,500 u*iah

:

3. $e"aatan dan B '12,5 17,5 ( ? % 105,000.00 u*iah

*e"baian :




. U!'N P4!&TN

1. 4enis $e"alatan 1$&8 !41(1&4! 40F

2. -enaga $ 00.0 $

3. a*asitas * 2,200 M


b. 4a+ e"/a !ala+ 1 -ahun : 2,000.0 4a+

c. a"ga lat % 1,500,000,000 u*iah

5.


1. @ilai Sisa lat B 10 ? % 1,50,000,000 u*iah


64/401


'1 I i(W 1

3. %iaa $asti *e" 4a+ >

a. %iaa $enge+balian Modal B ' % ( ? ! A 2,617,718.7 u*iah E45

:

b. su"ansi, dll B 0.002 ? % 1,500.00 u*iah

:

Biaya Pasti "er Jam ; ' A I ( G )*0A*):F.A u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 5&,000.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 787,500.00 u*iah


:

3. $e"aatan dan B '12,5 17,5 ( ? % 1,218,750.00 u*iah

*e"baian :

&. H*e"ato" B ' 1 H"ang 4a+ ( ? 91 L 17,857.1& u*iah E4%



. U!'N P4!&TN

1. 4enis $e"alatan H$T !41(1&4! 40

2. -enaga $ &00.0 $

3. a*asitas * 3 M

&. lat %a"u > a. 9+u" Aono+is 5.0 -ahun b. 4a+ e"/a !ala+ 1 -ahun : 2,000.0 4a+

c. a"ga lat % 2,250,000,000 u*iah


1. @ilai Sisa lat B 10 ? % 2,25,000,000 u*iah


'1 I i(W 1 E48

3. %iaa $asti *e" 4a+ >

a. %iaa $enge+balian Modal B ' % ( ? ! A 3,26,578.&6 u*iah

:


:

Biaya Pasti "er Jam ; ' A I ( G 0*,,*F)F./ u*iah


65/401


66/401

3. $e"aatan dan B '12,5 17,5 ( ? % 6,125.00 u*iah

*e"baian :





67/401

1. -ingat Suu %unga i 15.00 -ahun

2. 9*ah H*e"ato" So*i" 91 17,857.1& *.4a+

3. 9*ah $e+bantu H*e"ato" $+b.So*i" 92 8,571.&3 *.4a+

&. %ahan %aa" %ensin Mb 5,000.00 Lite"

5. %ahan %aa" Sola" Ms 5,500.00 Lite"

6. Mina $elu+as M* 35,000.00 Lite" E

7. $$@ di*e"hitungan *ada le+ba" ea*itulasi

%iaa $ee"/aan

U!'N N&'S &T

No. U ! ' N K$84 K$4>. STUN K4T.

. U!'N P4!&TN

1. 4enis $e"alatan S&'P >$!M P


68/401

U!'N N&'S &T

No. U ! ' N K$84 K$4>. STUN K4T.

. U!'N P4!&TN

1. 4enis $e"alatan 1$N1!4T4 PN M'E4! 4/0

2. -enaga $ 13& $

3. a*asitas * 600.00 Lite" &. lat %a"u > a. 9+u" Aono+is 10.0 -ahun

b. 4a+ e"/a !ala+ 1 -ahun : 1,500.0 4a+

c. a"ga lat % 1,000,000,000 u*iah

E




'1 I i(W 1

3. %iaa $asti *e" 4a+ >

a. %iaa $enge+balian Modal B ' % ( ? ! A 11,551.2& u*iah

:


: '

Biaya Pasti "er Jam ; ' A I ( G :)+*FF/.,A u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 110,550.00 u*iah E

2. $elu+as B '2.53( ? $ ? M* < 1&0,700.00 u*iah

%iaa bengel '6.25 dan 8.75( ? % 4 58,333 u*iah :

3. $e"aatan dan B '12,5 17,5 ( ? % 116,666.67 u*iah

*e"baian :





69/401


b. 4a+ e"/a !ala+ 1 -ahun : 2,000.0 4a+ E

c. a"ga lat % 00,000,000 u*iah




'1 I i(W 1

3. %iaa $asti *e" 4a+ >


:

'


:

Biaya Pasti "er Jam ; ' A I ( G :):*A:A.F+ u*iah

1. B'( $P4!S' P4! JM K4!J E

1. %ahan %aa" B '1215( ? $ ? Ms 11,&00.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 253,750.00 u*iah


:

3. $e"aatan dan B '12,5 17,5 ( ? % 56,250.00 u*iah

*e"baian :



'


. U!'N P4!&TN

1. 4enis $e"alatan SPH&T TNK4! 4/,

2. -enaga $ 10 $

3. a*asitas * &,000.00 lite" E


b. 4a+ e"/a !ala+ 1 -ahun : 2,000.0 4a+

c. a"ga lat % 500,000,000 u*iah

5. a*asitas tangi ai" a &,000.00 lite"



2. ato" ngsu"an Modal B i ? '1 I i(W ! 0.26&2&


70/401

'1 I i(W 1

3. %iaa $asti *e" 4a+ >

a. %iaa $enge+balian Modal B ' % ( ? ! A 5,&53.30 u*iah '

:


:

Biaya Pasti "er Jam ; ' A I ( G ,*,0.0+ u*iah E

1. B'( $P4!S' P4! JM K4!J

1 . %ahan %aa" B '1215( ? $ ? Ms 1 125,&00.00 u*iah

%ahan %aa" $e+anas s*al B 11000 ? ca ? Ms 2 22,000.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 166,250.00 u*iah


:

3. $e"aatan dan B '12,5 17,5 ( ? % 31,250.00 u*iah

*e"baian :

&. H*e"ato" B ' 1 H"ang 4a+ ( ? 91 L 17,857.1& u*iah '

5. $e+bantu H*e"ato" B ' 1 H"ang 4a+ ( ? 92 M 8,571.&3 u*iah



71/401


72/401




. U!'N P4!&TN

1. 4enis $e"alatan


73/401

3. 9*ah $e+bantu H*e"ato" $+b.So*i" 92 8,571.&3 *.4a+

&. %ahan %aa" %ensin Mb 5,000.00 Lite"

5. %ahan %aa" Sola" Ms 5,500.00 Lite"

6. Mina $elu+as M* 35,000.00 Lite"

7. $$@ di*e"hitungan *ada le+ba" ea*itulasi

%iaa $ee"/aan

U!'N N&'S &T

No. U ! ' N K$84 K$4>. STUN K4T.

. U!'N P4!&TN

1. 4enis $e"alatan T!UK M'E4! 5'TT$!# 4/

2. -enaga $ 220 $

3. a*asitas * 5.00 M3


b. 4a+ e"/a !ala+ 1 -ahun : 2,000.0 4a+

c. a"ga lat % 750,000,000 u*iah




'1 I i(W 1

3. %iaa $asti *e" 4a+ >


:


:

Biaya Pasti "er Jam ; ' A I ( G :+:*/0:.,+ u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 1&5,200.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 12,500.00 u*iah


:

3. $e"aatan dan B '12,5 17,5 ( ? % &6,875.00 u*iah

*e"baian :





74/401

No. U ! ' N K$84 K$4>. STUN K4T.

. U!'N P4!&TN

1. 4enis $e"alatan B$!4 P'&4 M1H'N4 4,+

2. -enaga $ 125 $

3. a*asitas * 60.00 M


b. 4a+ e"/a !ala+ 1 -ahun : 1,500.0 4a+ c. a"ga lat % 1,170,000,000 u*iah




'1 I i(W 1

3. %iaa $asti *e" 4a+ >

a. %iaa $enge+balian Modal B ' % ( ? ! A 13,87&.5 u*iah

:

b. su"ansi, dll B 0.002 ? % 1,560.00 u*iah:

Biaya Pasti "er Jam ; ' A I ( G :/:*/0/., u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 103,125.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 131,250.00 u*iah


:

3. $e"aatan dan B '12,5 17,5 ( ? % 136,500.00 u*iah

*e"baian :




. U!'N P4!&TN

1. 4enis $e"alatan 1!N4 $N T!1K A,-:++ T$N 4,: 2. -enaga $ 200 $

3. a*asitas * 75.00 -on


b. 4a+ e"/a !ala+ 1 -ahun : 2,000.0 4a+

c. a"ga lat % 00,000,000 u*iah


75/401




'1 I i(W 1

3. %iaa $asti *e" 4a+ >


:


:

Biaya Pasti "er Jam ; ' A I ( G :):*A:A.F+ u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms 132,000.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 175,000.00 u*iah


:

3. $e"aatan dan B '12,5 17,5 ( ? % 56,250.00 u*iah

*e"baian :




. U!'N P4!&TN

1. 4enis $e"alatan B&4N8'N5 4DU'PM4NT 4,)

2. -enaga $ 50 $

3. a*asitas * 30.00 -on


b. 4a+ e"/a !ala+ 1 -ahun : 1,500.0 4a+

c. a"ga lat % 500,000,000 u*iah




'1 I i(W 1

3. %iaa $asti *e" 4a+ >



76/401

:


:

Biaya Pasti "er Jam ; ' A I ( G +*//).) u*iah

1. B'( $P4!S' P4! JM K4!J

1. %ahan %aa" B '1215( ? $ ? Ms &1,250.00 u*iah

2. $elu+as B '2.53( ? $ ? M* < 52,500.00 u*iah


:

3. $e"aatan dan B '12,5 17,5 ( ? % 0.0000 u*iah

*e"baian :





77/401

GAG- S T L9S

4A@ $A@G!@ GAG- S T L9S

S-9@ $AM%=@ > M3 9


78/401

@L


79/401

>$!MU&'! STN8! UNTUK

P4!4KMN N&'S MS'N5-MS'N5 H!5 STUN

$H=A >

@o. $A- H@- > OOOOOOOOOOOOOOOOOO

@M $A- > OOOOOOOOOOOOOOOOOOOOOOOOO..

$H$ % H!= > OOOOOOOOOOOOOOOOOO

GAG- ALS >4A@ $A@G!@ GAG- ALS >

S-9@ $AM%=@ > M3 >

P4!K'!N H!5 JUM&H

N$. K$MP$N4N STUN KUNT'TS STUN H!5

!".# !".#

. T4N5

1. $ee"/a 'L01( /a+ 0.0755 6,&28.57 &85.&&

2. Mando" 'L03( /a+ 0.0378 10,000.00 377.57

JUM&H H!5 T4N5 863.01

B. BHN

1. g"egat 2030 M3 M3 0.352& 300,182.18 105,787.38

2. g"egat 510 T 1020 M2 M3 0.5286 300,182.18 158,681.07

3 $asi" 9"ug M&& M3 0.3776 156,800.00 5,20&.8

JUM&H H!5 BHN 323,673.&3

1. P4!&TN

1. :heel Loade" 'A15( /a+ 0.0378 30,0.06 11,70&.15

2. %lending AQu*+ent 'A52( /a+ 0.0&82 20,787.52 10,110.2&

3 lat %antu Ls 1.0000 0.00 0.00

JUM&H H!5 P4!&TN 21,81&.3

8. 49ML G -A@G, %@ !@ $AL-@ ' I % I ( 3&6,350.83


80/401



$H=A >




GAG- ALS >4A@ $A@G!@ GAG- ALS >

S-9@ $AM%=@ > M3 >

P4!K'!N H!5 JUM&H


!".# !".#

. T4N5

1. $ee"/a 'L01( /a+ 0.0755 6,&28.57 &85.&&

2. Mando" 'L03( /a+ 0.0378 10,000.00 377.57

JUM&H H!5 T4N5 863.01

B. BHN

1. g"egat 2030 M3 M3 0.352& 300,182.18 105,787.38

2. g"egat 510 T 1020 M2 M3 0.5286 300,182.18 158,681.07

3 $asi" 9"ug M&& M3 0.3776 156,800.00 5,20&.8

JUM&H H!5 BHN 323,673.&3

1. P4!&TN

1. :heel Loade" 'A15( /a+ 0.0378 30,0.06 11,70&.15


3 lat %antu Ls 1.0000 0.00 0.00

JUM&H H!5 P4!&TN 21,81&.3

8. 49ML G -A@G, %@ !@ $AL-@ ' I % I ( 3&6,350.83


81/401



$H=A >




GAG- ALS % >4A@ $A@G!@ GAG- ALS % >

S-9@ $AM%=@ > M3 >

P4!K'!N H!5 JUM&H


!".# !".#

. T4N5

1. $ee"/a 'L01( /a+ 0.0755 6,&28.57 &85.&&

2. Mando" 'L03( /a+ 0.0378 10,000.00 377.57

JUM&H H!5 T4N5 863.01

B. BHN

1. gg"egat 2030 M3 M3 0.2265 300,182.18 68,006.17

2. gg 5 10 T 10 20 M2 M3 0.2265 300,182.18 68,006.17

3 Si"tu M16 M3 0.8055 156,200.00 125,820.65

JUM&H H!5 BHN 261,833.00

1. P4!&TN

1. :heel Loade" 'A15( /a+ 0.0378 30,0.06 11,70&.15


3 lat %antu Ls 1.0000 0.00 0.00

JUM&H H!5 P4!&TN 21,81&.3

8. 49ML G -A@G, %@ !@ $AL-@ ' I % I ( 28&,510.&0


82/401

'T4M P4MB(!N 7 5!45T K4&S 1

J4N'S P4K4!JN 7 P4N58N 5!45T K4&S 1

STUN P4MB(!N 7 M0 U!'N N&'S H!5 STUN

No. U ! ' N K$84 K$4>'S'4N STUN K4T4!N5N

' SUMS'

1 %ahan g"egat asa", $asi" dan -anah dite"i+a di loasi

%ase a+*

2 egiatan dilauan di dala+ loasi %ase a+*

3 $"o*o"si ca+*u"an > g"egat asa" 32.50

$asi" $s 67.50

& a"ga Satuan > g"egat asa" S 300,182.18 *.M3

$asi" S$s 206,500.00 *.M3

5 %iaa H*e"asi lat > :heel Loade" *1 30,0.06 *.4a+

6 ato" Afisiensi lat > :heel Loade" a1 0.83

7 a*asitas lat > :heel Loade" *2 1.50 M3 a*. %ucet

'' M4TH$84 P4&KSNN

1 :heel Loade" +elauan *enca+*u"an 'blending(

g"egat asa", $asi" T -anah +en/adi g"egat elas .

'''.: P!$S4S P4N1MPU!N 5!45T K4&S 1

9ntu setia* 1 M3 g"egat elas , di*e"luan >

1.a. g"egat asa" B ? 1 M3 J 0.325 M3

$asi" B $s ? 1 M3 J* 0.675 M3

-anah B -n ? 1 M3 Jt 0.000 M3

-otal ;olu+e ag"egat B J I J* I Jt Ja 1.000 M3

1.b. :atu *enca+*u"an 'blending( oleh %lending AQui*+en -c 0.083 4a+M3

'''.) H!5 STUN BHN 5!45T K4&S 1

2.a. g"egat asa" B J ? S s1 67,112.50 u*iah

2.b. $asi" B Jh ? S$s s2 202,622.7 u*iah

2.c. -anah B Js ? S-n s3 0.00 u*iah

2.d. %iaa $enca+*u"an B -c ? *1 s& 25,832.50 u*iah

2.e. Harga Satuan gregat Kelas 1 6 M0

B s1 I s2 I s3 I s& S% ),*,A.F u*iah !i lua" $$@


83/401

8>T! KUNT'TS 8N H!5

84S4M4B4! )++,

$"oe %ag*"o >

@o. $aet ont"a > OOOOOOOOOOOOOOOOOO

@a+a $aet > OOOOOOOOOOOOOOOOOOOOOOOOO..

$"o* ab oda > OOOOOOOOOOOOOOOOOO

No. Mata Uraian Satuan Perkiraa

Pembayaran Kuantita

a b c d

8'


84/401

8'


85/401

7.3 '1( %a/a -ulangan 92& $olos g

7.3 '2( %a/a -ulangan 932 $olos g

7.3 '3( %a/a -ulangan 932 9li" g

7.3 '&( %a/a -ulangan 93 9li" g

7.3 '5( %a/a -ulangan 9&8 9li" g

7.3 '6( na+an aat =ang !ilas ':elded :i"e Mesh( g

7.& '1( %a/a St"utu" -iti leleh 2500 gc+2 *enediaan dan *e+asangan g



7.5 '1( $e+asangan 4e+batan anga %a/a g

7.5 '2( $engangutan %ahan 4e+batan g

7.6 '1( $ondasi e"ucu, $enediaan dan $e+ancangan

7.6 '2( !inding -u"a* au -an*a $engaetan

7.6 '3( !inding -u"a* au !engan $engaetan

7.6 '&( !inding -u"a* %a/a

7.6 '5( !inding -u"a* %eton

7.6 '6( $enediaan -iang $ancang au -an*a $engaetan

7.6 '7( $enediaan -iang $ancang au !engan $engaetan

7.6 '8( $enediaan -iang $ancang %a/a g

7.6 '( $enediaan -iang $ancang %eton %e"tulang $"aceta

7.6 '10( $enediaan -iang $ancang %eton $"atean $"aceta

7.6 '11( $e+ancangan -iang $ancang au

7.6 '12( $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" &00 ++

7.6 '13( $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" 500 ++

7.6 '1&( $e+ancangan -iang $ancang $i*a %a/a > !ia+ete" 600 ++

7.6 '15( $e+ancangan -iang $ancang %eton $"aceta >30 c+ ? 30 c+ atau dia+ete" 300 ++

7.6 '16( $e+ancangan -iang $ancang %eton $"aceta >&0 c+ ? &0 c+ atau dia+ete" &00 ++

7.6 '17( $e+ancangan -iang $ancang %eton $"aceta >50 c+ ? 50 c+ atau dia+ete" 500 ++

7.6 '18( -iang %o" %eton, dia. 600 ++

7.6 '1( -iang %o" %eton, dia. 800 ++

7.6 '20( -iang %o" %eton, dia. 1000 ++ 7.6 '21( -iang %o" %eton, dia. 1200 ++

7.6 '22( -iang %o" %eton, dia. 1500 ++

7.6 '23( -a+bahan %iaa untu @o+o" Mata $e+baa"an 7.6.'11( sd

7.6.'17( bila -iang $ancang %eton die"/aan dite+*at ang %e"ai"

7.6 '2&( -a+bahan %iaa untu @o+o" Mata $e+baa"an 7.6.'18( sd

7.6.'22( bila -iang $ancang %o" %eton die"/aan dite+*at ang %e"ai"

7.6 '25( $engu/ian $e+bebanan *ada -iang dengan dia+ete" sa+*ai 600 ++ %uah

7.6 '26( $engu/ian $e+bebanan *ada -iang dengan dia+ete" diatas 600 ++ %uah

7.7 '1( $enediaan !inding Su+u"an Silinde", !ia+ete" 250 c+



7.7 '&( $enediaan !inding Su+u"an Silinde", !ia+ete" &00 c+

7.7 '5( $enu"unan !inding Su+u"an Silinde", !ia+ete" 250 c+



7.7 '8( $enu"unan !inding Su+u"an Silinde", !ia+ete" &00 c+

7. $asangan %atu

7.10 '1( $asangan %atu osong ang di isi duan

7.10 '2( $asangan %atu osong

7.10 '3( %"on/ong

7.11 '1( A?*ansion 4oint -i*e s*haltic $lug

7.11 '2( A?*ansion 4oint -i*e ubbe" 1 'celah 21&1 ++(

7.11 '3( A?*ansion 4oint -i*e ubbe" 2 'celah 3262 ++(

7.11 '&( A?*ansion 4oint -i*e ubbe" 3 'celah &282 ++(

7.11 '5( 4oint il le" untu Sa+bungan onst"usi

7.11 '6( A?*ansion 4oint -i*e %a/a %e"sudut

7.12 '1( $e"letaan Loga+ %uah

7.12 '2( $e"letaan Alasto+e"i 4enis 1 '300 ? 350 ? 36( %uah

7.12 '3( $e"letaan Alasto+e"i 4enis 2 '350 ? &00 ? 3( %uah

7.12 '&( $e"letaan Alasto+e"i 4enis 3 '&00 ? &50 ? &5( %uah

7.12 '5( $e"letaan St"i*

M1

M2

M2

M2

M2

M3

M3

M3

M3

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M3

M3

M3

M3

M1

M1

M1

M1

M1

M1

M1


86/401

7.17 '1( :et Lean onc"ete

7.17 '2( Sand %edding 't B & c+(

8'


87/401

.16 $enggilas oda a"et 8 10 -on 4a+ 1

.17 o+*"eso" &000 6500 Lt"+nt 4a+ 1

.18 4a+ 1

.1 $o+*a i" 70 100 ++ 4a+ 1

.20 4ac a++e" 4a+ 1

8'


88/401

nalisa A$!MU&'! STN8! UNTUK


$H=A >

@o. $A- H@- > OOOOOOOOOOOOOOOOOO@M $A- > OOOOOOOOOOOOOOOOOOOOOOOOO..

OOOOOOOOOOOOOOOOOOOOOOOOO.


2.2 $A 1.00

4A@ $asangan %atu !engan Mo"ta" untu -H-L G '*.( > 580,0&&.5&

S-9@ $AM%=@ > M3 -!. % 0.03

P4!K'!N H!5 JUM&H


!".# !".#

. T4N5

1. $ee"/a 'L01( /a+ &.0161 6,&28.57 25,817.56

2. -uang %atu 'L02( /a+ 1.20&8 ,285.71 11,187.61

3. Mando" 'L03( /a+ 0.&016 10,000.00 &,016.06

JUM&H H!5 T4N5 &1,021.23

B. BHN

1. %atu 'M02( M3 1.0800 215,800.00 233,06&.00

2. Se+en '$( 'M12( Ea 161.0000 555.28 8,3.28

3. $asi" 'M01( M3 0.&82 206,500.00 ,713.53

JUM&H H!5 BHN &22,176.81

1. P4!&TN

1. onc. Mi?e" 'A06( /a+ 0.&016 15,6&6.82 6&,115.1

2. lat %antu Ls 1.0000 0.00 0.00

JUM&H H!5 P4!&TN 6&,115.1

8. 49ML G -A@G, %@ !@ $AL-@ ' I % I ( 527,313.22

4. HJAA! T $H. G S-9@ $AA4@ ' ! I A ( 580,0&&.5&

@ote> 1 S-9@ da*at be"dasa"an atas /a+ o*e"asi untu -enaga e"/a dan $e"alatan, ;olu+e danatau uu"an

be"at untu bahanbahan.

2 uantitas satuan adalah uantitas *e"i"aan setia* o+*onen untu +enelesaian satu satuan *ee"/aan

da"i no+o" +ata *e+baa"an. a"ga Satuan ang disa+*aian $enedia 4asa tida da*at diubah ecuali

te"da*at $enesuaian a"ga 'Asalasi!esalasi( sesuai etentuan dala+


89/401



$H=A >





3.1 '1( $A 1.00

4A@ Galian %iasa -H-L G '*.( > 7&,177.&6

S-9@ $AM%=@ > M3 -!. % 0.00

P4!K'!N H!5 JUM&H


!".# !".#

. T4N5

1. $ee"/a 'L01( 4a+ 0.01& 6,&28.57 5.&

2. Mando" 'L03( 4a+ 0.0075 10,000.00 7&.62

JUM&H H!5 T4N5 170.56

B. BHN

JUM&H H!5 BHN 0.00

1. P4!&TN

1. A?ca;ato" 'A10( 4a+ 0.0075 &35,851.77 3,252.37

2. !u+* -"uc 'A08( 4a+ 0.306& 208,07.61 6&,011.12

3. lat %antu Ls 1.0000 0.00 0.00

JUM&H H!5 P4!&TN 67,263.&

8. 49ML G -A@G, %@ !@ $AL-@ ' I % I ( 67,&3&.05

4. HJAA! T $H. G S-9@ $AA4@ ' ! I A ( 7&,177.&6





te"da*at $enesuaian a"ga 'Asalasi!esalasi( sesuai etentuan dala+


90/401



$H=A >

@o. $A- H@- > OOOOOOOOOOOOOOOOOO@M $A- > OOOOOOOOOOOOOOOOOOOOOOOOO..



3.1 '2( $A 1.00

4A@ Galian %atu -H-L G '*.( > 25&,165.37

S-9@ $AM%=@ > M3 -!. % 0.01

P4!K'!N H!5 JUM&H


!".# !".#

. T4N5

1. $ee"/a 'L01( 4a+ 1.0000 6,&28.57 6,&28.57

2. Mando" 'L03( 4a+ 0.1250 10,000.00 1,250.00

JUM&H H!5 T4N5 7,678.57

B. BHN

JUM&H H!5 BHN 0.00

1. P4!&TN

1. o+*"esso" 'A05( 4a+ 0.1250 1&5,02.6 18,136.5

2. 4ac a++e" 'A26( 4a+ 0.1250 3&,880.7 &,360.10

3. :heel Loade" 'A15( 4a+ 0.1250 30,0.06 38,7&8.76

&. A?ca;ato" 'A10( 4a+ 0.1250 &35,851.77 5&,&81.&7

5 !u+* -"uc 'A08( 4a+ 0.5153 208,07.61 107,653.&

lat bantu Ls 1.0000 0.00 0.00

JUM&H H!5 P4!&TN 223,380.85

8. 49ML G -A@G, %@ !@ $AL-@ ' I % I ( 231,05.&2

4. HJAA! T $H. G S-9@ $AA4@ ' ! I A ( 25&,165.37





te"da*at $enesuaian a"ga 'Asala

bm analisa

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