Dpwh Cost Estimate Guidelines.pdf

EQUIPMENT OUTPUT/DAY BASIC ASSUMPTIONS: 1. Average output of Road oad Ro Roller (12 passes) (V!ratory Roller) 2. Average output of Road %rader 3. Average output of Asp-alt str!utor *. Average output of Trast 'er ,. Average output of oe gag

360 m3/day (FLAT) 300 m3/day (R"LL#$% & '"$TA$") *00+,00 m2/day 2*00 m2/day 30 m3/day ( trps  * 4u. m. 4ap)

*000 m2/day

For clearing & grubbing a. Road %rader ! 5ayloader 4. umptru4 (m. of 2 uts) 6. Average output of oe gag

100+200 m2/day

For e!o"al o# Dila$i%ae% PCCP "5T#"$ $". 1 (7 100 ' 2/A8) a. 9a4-ammer ! 5ayloader 4. umptru4 "5T#"$ $". 2 (7 200 ' 2/A8)

a. :a4-oe ;t- . Average output of oe gag For 'ur$lu' co!!on e(ca"aion

*00+,00 m3/day (full e4avato)

a. :ulldo?er > !. 5ayloader 4. umptru4 (m. of 2 uts) . Average output of oe gag For E!ban)!en a. Road %rader !. 5ayloader 4. umptru4 d. Road Roller e. @ater Tru4

300+*00 m3/day (em!. from road 4ut) add do?er !ase from = (f em!amet from ot-er sour4e) o !ulldo?er

. Average output of oe gag For Sub*gra%e $re$araion a. Road %rader !. V!ratory Roller 4. @ater Tru4

2*00 m2/day

10. Average output of oe gag For Agg+ Sub*ba'e cour'e a. Road %rader !. Road Roller 4. @ater Tru4

300+*00 m3/day flat rollg moutaous

B B B

*00 m3/day 3,0 m3/day 300 m3/day

11. Average output of oe gag 300+*00 m3/day

For Agg. :ase 4ourse a. Road %rader !. Road Roller 4. @ater Tru4

flat rollg moutaous

B B B

*00 m3/day 3,0 m3/day 300 m3/day

12. Average output of oe gag For Biu!inou' Conc+ Sur#ace cour'e

22* m2/d (0.0, t-.) verfy matea4e 1,00 m2/day (0.0>, t-.) verfy matea4e

a. Asp-alt 5aver !. teel Roller 4. 5eumat4 Roller 13. Average output of oe gag For PCCP ,ran'i !i(er-

0 m3/day (0.20 t-.) 0 m3/day (0.23 t-.)

a. Trast 'er (3 uts) !. 5ayloader 4.
  10 m3/day

1*. Average output of oe gag For Srucural Conc+ Cla'' A

2> m3/day

a. Trast 'er (3 uts) ! 5ayloader 4.
6   m3/day

1,. Average output of :a4-oe

1,0 m3/day

16. Average output of
1,0 m3/day (;t- !a4+up eCupDt. :elo;)

1>. Average output of :ulldo?er

3,0 m3/day (6) ,00 m3/day (>) 0 m3/day (10E) 200 m3/day (12E)

1. Average output of redger

=AL#$% "F A%%R7%AT7 ATA FLAT R"LL#$% '"$TA#$" 577 (5=) @/ L"A 30.00 20.00 1,.00 @/" L"A 30.00 30.00 2,.00 ,.00 *.00 3.,0
COMPOSITION OF ONE 0AN0 PE ITEM OF 1O2 (#F :8 A'#$#TRAT#"$ @#T= 7$%#$77R#$% A#TA$T)

ITEM  .34: EMBAN2MENT 1 Forema 1 La!oratory Te4-4a * La!orers ITEM  .35: SUB  0ADE PEPAATION 1 Forema 1 La!oratory Te4-4a 2 La!orers ITEM  633: A00E0ATE SUB  BASE COUSE 1 Forema 1 La!oratory Te4-4a * La!orers ($"T7G $". "F A8 #$ =AL#$% A%%. $"T #$
1 Forema 2 'aso/
1 1 6 10

Forema La!oratory Te4-4a lled @orers La!orers ($"T7G #$
ITEM  435: STUCTUA7 CONCETE C7ASS =A> ,CF  ;+3
1 Forema 2 'aso/
1 1 6 10

Forema La!oratory Te4-4a lled @orers La!orers ($"T7G #$
FUNIS?IN0 OF A00E0ATES A+ ?AU7IN0: 1. to4plg ad loadg useG 1  > :ulldo?er 4apa4ty B ,00 m3/day useG 1  5ayloader 4apa4ty B ,00 m3/day 5 2,.00/day H 5 *662.00/day t
B

t
B

2>.*/m 3

B

2*.00 ms.

B

20.00 ms. BBBBBBBBBBBB **.00 ms.

Total 4y4le tme

$o. of trps/day B

5

.00 I 60.00 (3.33J eff.) +++++++++++++++++++++++++++++++++++++++++++ **.00 ms.

B

5 602*.00/day ++++++++++++++++++++++++++++++++++++++++++ .00  10.00 m3/tru4

B

5

B B

5 2.*/m3 5 1,.00/m3 BBBBBBBBBB P ..6+@6/!8

B

5

B



5 1.61/m 3 BBBBBBBBBB 5 *3.*3/m3 P .5@+35/!8

3. 74se Ta (3.00J of tems 1 & 2) *. Royalty a44ess road 5rovDl. & :rgy. Ta ?auling Co'

.0 say .00 trps

66.3/m 3

B+ POCESSIN0: 1. Fe Aggregates 4reeg

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 1,0.00 m3/day

@as-g

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 200.00 m3/day



P

4reeg

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 100.00 m3/day

B

5

@as-g

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 200.00 m3/day

B



P



5 1.61/m 3 BBBBBBBBBB 5 ,,.*/m3 P .@<+4@/!8

FA 2.
CA

..6+@6/!8 

..6+@6/!8 

P

P

48+48/!8

55+<4/!8

2*.2/m 3

3>.23/m 3

3. u!  !ase 4ourse 4reeg B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 2,0.00 m3/day

B

5

1*./m 3

4reeg B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 1,0 m3/day

B

5

2*.2/m 3

:ledg

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 300.00 m3/day

B

5 12.*1/m 3 BBBBBBBBBB

B

200 (5ro4essed) 201 (5ro4essed)

B B

5 5

( (

112.62 H 112.62 H

1*. 3>.23

) )

m3/dayB m3/dayB

5

3>.23/m3

5 5

12>.,1/m3 1*.,/m3

B

5

FUNIS?IN0 OF A00E0ATES A+ ?AU7IN0: 1. to4plg ad loadg useG 1  > :ulldo?er 4apa4ty B ,00.00 m3/day useG 1  5ayloader 4apa4ty B ,00.00 m3/day 5 2,.00/day H 5 *662.00/day t
B

2*.00 ms.

B

20.00 ms. BBBBBBBBBBBB **.00 ms.

Total 4y4le tme


t
B

2>.*/m 3

.00 I 60.00 (3.33J eff.) +++++++++++++++++++++++++++++++++++++++++++ **.00 ms.

B

5 602*.00/day ++++++++++++++++++++++++++++++++++++++++++ .00  10.00 m3/tru4

B

5

B B

5 2.*/m3 5 1,.00/m3 BBBBBBBBBB P ..6+@6/!8

3. 74se Ta (3.00J of tems 1 & 2) *. Royalty a44ess road 5rovDl. & :rgy. Ta ?auling Co'

.0 say .00 trps

66.3/m 3


B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 1,0.00 m3/day

B

5

@as-g

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 200.00 m3/day

B



P



5 1.61/m 3 BBBBBBBBBB 5 *3.*3/m3 P .5@+35/!8

4reeg

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 100.00 m3/day

B

5

@as-g

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 200.00 m3/day

B



P



5 1.61/m 3 BBBBBBBBBB 5 ,,.*/m3 P .@<+4@/!8

FA 2.
CA

..6+@6/!8 

..6+@6/!8 

P

P

48+48/!8

55+<4/!8

2*.2/m 3

3>.23/m 3

3. u!  !ase 4ourse 4reeg B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 2,0.00 m3/day

B

5

1*./m 3

4reeg B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 1,0 m3/day

B

5

2*.2/m 3

:ledg

B

5 31.00 H 5 30*.0 H 5 220.00 +++++++++++++++++++++++++++++++++++++++++++++++++ 300.00 m3/day

200 (5ro4essed) 201 (5ro4essed)

B B

5 5

( (

112.62 H 112.62 H

1*. 3>.23

) )

B

m3/dayB m3/dayB

5 12.*1/m 3 BBBBBBBBBB 5 3>.23/m3 5 5

12>.,1/m3 1*.,/m3

FUNIS?IN0 OF A00E0ATES A+ ?AU7IN0: 1. to4plg ad loadg useG 1  > :ulldo?er 4apa4ty B ,00.00 m3/day useG 1  5ayloader 4apa4ty B ,00.00 m3/day 5 2,.00/day H 5 *662.00/day t .*/m 3 ,00.00 m3/day 2. =aulg .00 ms. BBBBBBBBBBBB Total 4y4le tme 23.00 ms.


t
B

.00 I 60.00 +++++++++++++++++++++++++++++++++++++++++++ 23.00 ms.

B

5 602*.00/day/tru4 ++++++++++++++++++++++++++++++++++++++++++ 21.00  10.00 m3/tru4

B

5

B B B

5 1.>0/m3 5 ,.6,/m 3 5 1,.00/m3 BBBBBBBBBB P <+<
3. 74se Ta (3.00J of tems 1 & 2) *. VAT (10J of tems 1 & 2) ,. Royalty a44ess rd. 5rovDl. ad :rgy. Ta ?auling Co'

21.00 trps

2.6/m 3


B

(5 *622.00H 5 3>>.00H5 220.00)(1.10) +++++++++++++++++++++++++++++++++++++++++++++++++ 1,0.00 m3/day

B

5

@as-g

B

(5 *622.00H 5 3>>.00H5 220.00)(1.10) +++++++++++++++++++++++++++++++++++++++++++++++++ 200.00 m3/day

B



5 2.2/m 3 BBBBBBBBBB 5 6>.*/m3 P .4@+8/!8

FA 2.


P

<+<
P

@+4;/!8

3.,>/m 3

4reeg

B

(5 *622.00H 5 3>>.00H5 220.00)(1.10) +++++++++++++++++++++++++++++++++++++++++++++++++ 100.00 m3/day

B

5

@as-g

B

(5 *622.00H 5 3>>.00H5 220.00)(1.10) +++++++++++++++++++++++++++++++++++++++++++++++++ 200.00 m3/day

B

5 3.,>/m 3 BBBBBBBBBB 5 6.*2/m3 P .5+83/!8

CA



P

Foudato Fll or 7m!amet #tem 200  Agg. u! !ase
<+<
B

P

;@+46/!8



B 5 ( >. H ,>., ) m3/day B

5 5

,>.,/m 3

>./m3 136.>,/m3

#tem 201  Agg. :ase
B

5(>. H ,>., H 3.,>)m3/day B

5

1>,.30/m3

ASSOCIATION OF CAIES & EQUIPMENT 7ESSOS INCOPOATED



7



< R # 5 T # " T857 "F 7K#5'7$T

$

1. :LL"7R   > 6 * 2. L"A7R 3 4u. m. 2 4u. m. 1 4u. m. 3. %RA7R *. R"A R"LL7R 10, =.5. ,. 5$7'AT#< R"LL7R 10> =.5. 6. V#:RAT"R8 R"LL7R  100 =.5. >. =775F""T R"LL7R . 1  0 tos . . A5=ALT 5AV7R 1. <"$. A%%R7%AT7
R

A T 7 / As of 1

5 5 5 5 5

202*.00 10.00 123**.00 101>6.00 ,32.00

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

32.00 /day 6216.00 /day *26*.00 /day 636.00 /day *120.00 /day *216.00 /day 111*.00 /day 2*.00 /day 233>6.00 /day 1006*.00 /day 26.00 /day 3,,2.00 /day 6,6.00 /day >,2.00 /day 600.00 /day 22320.00 /day 60.00 /day 60.00 /day 10*6*.00 /day 13*.00 /day ,2.00 /day

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

A

8 >,J

5 5 5 5 5

1,16.00 1*106.00 2,.00 >632.00 36.00

/day /day /day /day /day

5 5 5 5 5 5 5 5

62*6.00 *662.00 31.00 *>>6.00 300.00 3162.00 3.00 166.00

/day /day /day /day /day /day /day /day

5 5 5 5 5 5 5 5 5 5 5 5

>,*.00 6>2.00 266*.00 >2*2.00 ,6*.00 *,0.00 16>*0.00 ,106.00 ,106.00 >*.00 103.00 636.00

/day /day /day /day /day /day /day /day /day /day /day /day


5 5 5 5 5

3>1*.00 602*.00 33,*.00 22.00 ,0.00


*6,.00 /day 2*0.00 /day 1663,.00 /day 3>3,>1.00 /day 323,.00 /day *2*.00 /day 26,.00 /day 30.00 /day *.00/to/m. *.2,/to/m. 200.00 /day 1,.00 /day

5 5 5 5 5 5 5 5 5 5 5 5

*,2.00 032.00 **>2.00 30,.00 >>**.00




3*.00 /day 10.00 /day 12*>6.00 /day 201>.00 /day 2*26.00 /day 361.00 /day 1.00 /day 231.00 /day 3.0/to/m. 3.1/to/m. 1,0.00 /day 1*6.00 /day

3,. R#LL#$% R#% =8 . R#LL#$% R#% '7<=. R"TAR8600+2000 ''

5 5 5

10*.00 /day 60>2.00 /day 2>>6.00 /day

5 5 5

62.00 /day 6*,,*.00 /day 202.00 /day

DEPATMENT OF PUB7IC 1O2S AND ?I0?1AYS COST ESTIMATE 0UIDE7INES ITEM .33 : C7EAIN0 AND 0UBBIN0 1. Lg-t 2. 'edum 3. ese

+ ,0 sC. m/ma+day + 2, sC. m./ma+day a. 6, sC. m./ma+day !. @t- <-asa;  200 sC. m./ma+gag/day *. #dvdual removal of trees up (p to ma. of 0.2, m. da.) a. 1 Tree per ma+day !. @t- <-asa;  10 trees/2+ma gag/day $oteG

T-e a!ove outputs are up to mamum dsposal ste dsta4e of 10 meters.

ITEM .3. : EMO9A7 OF STUCTUES AND OBSTUCTIONS

A. La!or/' :. 7Cupmet :.1 Ar
Ref.
aly "utput
2.00 4u. m.

,0.00 sC. m.

Asp. 5vmt. .00 sC. m.

"pe  2*00 sC. m. Lmted  1200 sC. m.

:.2 Road %rader <. Removal of ldes sg 5ayloaderG

sposa!le sta4e (meter) >., 10 20 2, 30 *0 *, ,0 ,, 60 $oteG

ITEM .36 : ECA9ATION

0 30 230 330 200 20 10 260 160 230 1,0 220 1*0 210 130 10 120 1>0

1. "pe refers to traff4less ;org 4odto. 2. :eyod 60 meters use dumptru4 for dsposal of ;aste. 3. For A ad : 4osder 4ost of ;aste dsposal.

A. La!or aly "utput  4u!4 meter
.R. 0.,0

:. 7Cupmet (:ulldo?er) :ased o a mamum dsposal dsta4e of 30 m. * +++++++++++++++ 210 6 +++++++++++++++ 2,0  +++++++++++++++ *10 <. old Ro4 <.1 5art4ularsG +

+ +

<.2 :lastg reCuremet per 4u. m. of sold ro4G + + +

3  * st4s of dyamte per !ore-ole 2 p4s. !lastg 4ap per 4u. m. of sold ro4 * m. safety fuse per 4u. m. of sold ro4

<.3
Refer to #tem 101.< G Removal of ldes

<.* :org
1  <vl 7geer 1 
+ +

2  lled La!orers 2  La!orers

<., :lastg
1  L4ese :laster 2  lled La!orers 2  La!orers 1.
ITEM .38 : STUCTUE ECA9ATION

A. La!or :. 0.2, m3 :a4-oe $oteG

dou!le/multple

aly "utput  4u!4 meter 4lassfed 74. 1.00 0.00

.R. 0.,0

1. For sta4es ;-ere t-e e4avated materals s to !e dsposed to a spe4fed pla4e 4omputatos for su4- ;aste dsposal s-all !e 4osdered. 2. A!ove la!or outputs are !ased o a mamum dept- of 2.00 meters. For dept-s e4eedg 2.00 meters add provsos for -ostg for -adlg.

ITEM .34 : EMBAN2MENT A. -rage/;ell fa4tor  20J (for 4ommo !orro; oly) :. 5la4g :.1.

La!orG aly output  4u. m./ma+day for 4ommo eart- ad u4lassfed materal B *.0 4u. m./ma+day 7CupmetG "utput of 1 ut Road %rader  600 4u. m./day (*00 4u. m./day)

:.2.

<.
La!or (Tampg)G

<.2.

7CupmetG 5orta!le plate 4ompa4tor 1 Toer Road Roller  +11 Toer Road Roller

$oteG

2 4u. m./ma+day (appl4a!le to !a4flls for 4ross dra or Retag ;alls).

G G G

,0 4u. m./day 100 4u. m./day 300 4u. m./day (*00 4u. m./day)

1. urato for t-e @ater Tru4 s eCual of t-e durato of t-e Road Roller. 2. Rato of oe (1) Road %rader to t;o (2) Road Rollers. 3. $um!er of ump Tru4s per day depeds o 4apa4ty of Road %rader per day.

I TEM .35 : SUB0ADE PEPAATION A. 7Cupmet (usg motor?ed Road %rader) A.1 Res-apg ad %radg %rader B Roller B

2,00 sC. m./day 2,00 sC. m./day

N 5reparato of drt-/eart- road or appl4ato of gravel. #tem 200 or #tem 201 or 300 B 12,00 sC. m./day N 5reparato of gravel road for t-e 4ostru4to of Asp-alt
SP7+

A00E0ATE ?AU7IN0/TIMESPOTTIN0 A. KuarrygG "utput of oe (1) * :ulldo?er

+

210 4u. m./day of upro4essed materal

:. 4reeg ad to4plgG (Refer to t-e follo;g formula) %eeral FormulaG For @-eel LoadersG K

B

C  ( 60/<' )  7

@-ereG K B C B <' B 7 B C B Cl B  B

-ourly produ4to  4u. m./-r. produ4to per 4y4le  4u. m. 4y4le tme  mutes Oo! eff4e4y Cl   -eaped 4apa4ty of loader !u4et fa4tor

B

/F H /R H 

2. For a V  s-aped loadg
B

/F H 2 H /R H 2 H 

3. # load ad 4arry
B

/F  2
B B B B B

4y4le tme  mutes -aulg dsta4e for;ard speed  meters/mute reverse speed  meters/mute fed tme (mutes)  sum of gear s-ftg Loadg turg ad ;atg tme

F#I7 T#'7G

P

K

V  -aped .3 m/-r) R1 B (0  >. m/-r)
C  (60/4m)  7Q use C K  (60/1)  (0.3)

B use tru4 !u4et 4apa4ty B *. C 4m/-r.

@-ere C s t-e stru4 !u4et 4apa4ty =o;ever for s4reeg fe ad 4ourse aggregates trodu4e (f) Cuarry fa4tors to t-e geeral formula t-erefore. 1. 4reeg fe aggregates K B *. CF4 (4u.m./-r.) 2. For s4reeg 4oarse aggregates K B *. CF4 (4u. m./-r.)

arrve a?t

'oreover  t-e s4reeg pro4ess of fe ad 4oarse aggregates t-ere s etra tme reCured for sto4plg ad s4reeed ;aste. 'aterals ;-4- eeds to !e determed as a fa4tor of 4y4le tme to !e multpled to t-e a!ove formula to t-e output 4apa4ty K. ample 5ro!lemG %veG

C B 1.,0 4u. m. Kuarry produ4tvtyG F.A. B 60J

<.A. B 30J @aste B 10J For > 4u. m. fe aggregates Volume of upro4essed materal to produ4e > 4u. m. fe agg. (V) V B >/0.60 B 11.6> 4u. m. $o. of 4y4les B 11.6>/1.,0 B >.> 4reeg Tme B >.> 4y4les  1 m. per 4y4le B >.> m. Appromate tme to trasfer > 4u. m. s4reeed materal to sto4ple B *.6 mutes T-e t-e total tme to produ4e ad sto4ple > 4u. m. of fe aggregates from 11.6> 4u. m. of upro4essed materal from t-e gve sour4e dG B >.> m. H *.60 mo. B 12.3 mutes T-e um!er of 4y4le  1 -r. B 60 m./12.3 m. B *., 5rodu4to of F.A.  oe -our B *., (> 4u. m.) B 3* 4u. m. T-e pre4edg 4omputato taes to 4osderato furt-er pro4essg of ;aste materals to produ4e 4oarse aggregates. Total @aste B 11.6> + > B *.6> 4u. m @-ere volume of 4oarse aggregate to !e etra4ted from ;aste materal B 11.6>  0.30 B 3.,0 4u. m.

aggregates.

# t-s 4odto t-ere are t;o s4rees .e. oe for fe aggregates ad oe for 4oarse aggregates ad t-e loader after s4reeg for t-e fe aggregates pro4eeds to s4ree t-e ;aste to produ4e 4oarse # so dog. Total
*.6>/1.,0

4reeg Tme

B

3.113

B

3.113 m.

to4plg Tme B 3.,/>.0  *.6 B 2.30 m. Removal of @aste B 1.1> 4u. m.  1.0 m. B 1.1> m -ould oly !e 1.0 m. !e4ause t-e loader 4apa4ty 4osdered s 1., 4u. m. greater t-a 1.1> 4u. m. Total

B

6., m.

To summar?e 4om!g t-e produ4to of fe ad 4oarse aggregate From t-e gve sour4e Total tme to produ4e > 4u. m. fe aggregates Total tme to produ4e 3., 4u. m. 4oarse agg. Total 'utes # oe -our produ4to s For fe aggregates B For 4oarse aggregates B

60/1.6  >.0 60/1.6  3.,

B B B

12.3 6., 1.6

B B

22.22 4u. m. 11.11 4u. m.

# oe day s4reeg ad sto4plg output of 1 payloader ad 2 s4rees from t-e gve sour4e. For fe aggregates B For 4oarse aggregates B

22.22 (6) 11.11 (6)

B B

133 4u. m. 6> 4u. m.

# 4ases ;-ere t-ere s a eed for 4oarse aggregate oly produ4to s 6> 4u. m./day ;t- t-e fe aggregates treated as ;aste.
4reeg tme B 11.6>/1.,0  1.0 m. to4plg tme (for > 4u. m.) Removal of @aste B *.6> 4u. m.  1.0 m. Total tme per 4y4le Total o. of 4y4le  oe -our B 60/1>.0, =ourly produ4to B 3.,2  > 4u. m. aly produ4to B 2*.63  6 -rs.

B >.> m. B *.6 m. B *.6> m. B 1>.0, m. B 3.,2 B 2*.63 4u. m. B 1*.00 4u. m.

# oe -our t-e eCupmet s assumed to ;or oly for *, mutes -4e t ;ors oly for 6 -ours  a day. <. Loadg ad loadg <.1 Loadg ad loadg TmeG a. sg payloader ad dumptru4sG 1.

AggregatesG

a.1. Loadg Tme a.2 loadg tme a.3. la4 Tme

B , ms. B 1 m. B 2 ms.  6 ms.

epedg o t-e avala!lty o lo4ato of maeuverg areaG 2. :oulders  6 mutes !. 'aual Loadg (4re; of 6 La!orers to fll 1 ut) <.2
+, 4u. m. + 1 -r.

. peed of umptru4G

Loaded Trp @/o Load

:elo; >J %rade rt Road 5aved 1, 2, 20 30

peed  5= > +12J rt Road 5aved 10 1, 1, 20

7. to4plg of :ouldersG 7.1.From sde slopeG (:arrg do; ad sto4plg) La!or
ITEM 633 : A00E0ATE SUB*BASE COASE

ITEM 63. : A00E0ATE BASE COASE A. -rage Fa4tor  1,J :. preadg 4apa4ty of 1 ut road grader  600 4u. m./day <.
La!or/upervso

A!ove 12J

5aved , 10

1  <vl 7geer 1  Forema 2  Flagme ("ptoal)

1  La!. Te4-. 1  =elper/La!orer for every eCupmet e4ept for umptru4s ad Rollers

ITEM 8.. : POT7AND CEMENT CONCETE PA9EMENT ,PCCP A. 'ateralsG A.1.

 +10 !ags of 4emet per 4u. m. of 4o4rete

A.2.

AggregatesG

Fe AggregatesG
Loose Volume Kty. per 4u. m. of 4o4rete 0.,0 4u. m. (0.*,  0.,0 4u. m.) 0.0 4u. m. (0.0  0.0 4u. m.)

#4lude ot-er ms4ellaeous a44essores e.g. do;el !ars Oot fllers et4. :. :at4-g ad 0 !ags G presetly !eg adopted) !.
4.

*  'asos 2 
7Cupmet support for 2 uts 1  !agger mer 4.1.
:.2. sg Trast 'er (3.6 4u. m.) 1. For o. of trps/day apply tme spottg (mamum dsta4e of !at4-g plat) 2.
1  'ateral 7geer 1  'ateral La!. Te4-. 10  La!orers

2  Trast 'er 1  5ayloader 2  5orta!le
<.
ITEM 433 : PI7IN0
ITEM 434 : EINFOCIN0 STEE7 BA A. 'ateralsG A.1. Te @resG 1, gs. 5er to of steel !ar

:. La!orG (

:.2. ,0 g/day <. 7Cupmet reCured per gag 1  ut :ar
ITEM 435 : STUCTUA7 CONCETE A. 'aterals

<7'7$T FA
A$ FA
%RAV7L FA
< (3)  (*)

.,0 11.00

0.,, 0.**

0.>, 0.>3

:. :at4-g ad
se4to

:.1. T-e durato for 1  !agger or 2  !agger mer depeds o eCupmet utl?ato s4-edule as refle4ted  t-e 57RT/<5'. :.2..
2 

3, sC. m./day 60 sC. m./day

.2. 4affolds for :rdgesG 'ateralsG 2> !d. ft. per meter -eg-t per meter spa

ITEM 533 : PIPE CU79ETS AND STOM DAINS A. 4ope of @orsG

Layg ad
:. ?e of R<<5 300 mm *,0 mm 610 mm

1  'aso 6  La!orers

@t- eCupmet support 1 ut 4-a !lo4 ;t- stad

ITEM 534 : 0OUTED IPAP (5roporto of grout m B 1 part 4emet to 3 parts sad) A. 4ope of @orsG

A.1. Layg of !oulders ad groutg A.2.
:. La!orG
  

eCual to volume of grouted rprap 2., !ags per volume of grouted rprap 2,J 0f volume of grouted rprap  0.2,/4u. m.

. @ater provsosG
ITEM 535 : STONE MASONY (5roporto of mortar mture  1 part 4emet to 2 parts ad !y volume) A. 4ope of @orG T-e same as #tem ,0* %routed Rprap :. La!orG Layg of !oulders groutg 4urg ad stallato of ;eep-oles. 'mum

, 4u. m. per ma+day. <. 'ateralsG <.1. 5ortlad
<.2. adG 30J volume of stoe masory <.3. :ouldersG 7Cual to volume of stoe masory <.*. @eep-olesG As d4ated  t-e plas. . @ater ad eCupmet provsoG Refer to #tem ,0* %routed Rprap $oteG

For toe 'asory t-e 4emet fa4tor of , !ags per 4u. m. of stoe masory ;as !ased o mmum mortar !eddg ad Oot t-4ess of 3, mm.

DEI9ATION FO STOC2PI7IN0 COST: F"R > :LL"7R

RAT7
B B B B

5 5

2,.00 57R/A8 ,00.00 <. './A8 *662.00 57R/A8 ,00.00 <. './A8

$#T <"T

B

2, H *663 +++++++++++++++++++++++++++++ ,00

$#T <"T

B

5

2>.*

DEI9ATION FO POCESSIN0 COST ,FINE A00E0ATES & EMBAN2MENTF"R 5A8L"A7R (2 ' 3
B B B B

5 5 5

*662.00 57R/A8 100.00 <. './A8 3>>.00 57R A8 220.00 57R A8

$#T <"T

B

*662 H 3>> H 220 +++++++++++++++++++++++++++ 100

$#T <"T

B

5

,>.,

DEI9ATION FO POCESSIN0 COST ,COASE A00E0ATESF"R 5A8L"A7R (2 ' 3
B B B B

5 5 5

*662.00 57R/A8 1,0.00 <. './A8 3>>.00 57R A8 220.00 57R A8

$#T <"T

B

*662 H 3>> H 220 +++++++++++++++++++++++++++ 1,0

$#T <"T

B

5

3.,>

0UIDE7INES FO INDIECT COST (1) 5re 
Flat Terra $e; Re-a! 1.000 0.,00 0.>,0 0.3>, 0.,00 0.2,0 0.3>, 0.1

J of T75< Rollg Terra 'outaous $e; Re-a! $e; Re-a! 1.,00 0.>,0 2.,00 1.2,0 1.2,0 0.62, 2.2,0 1.12, 1.000 0.,00 2.000 1.000 0.>,0 0.3>, 1.>,0 0.>, T75
(2) Tool $ot to e4eed fve per4et (,J) of T75< (3) 5roOe4t upertede4e $ot to e4eed fve per4et (,J) of T75< (*) 7geerg ad Admstratve "ver-eads T-ree per4et of T75< (,) 'ateral Testg , ' 0.>, '  2.0 ' 2.0 '  ,.0 ' ,.0 ' 

J of T75< 1.2,0 1.000 0.>, 0.>,0 0.62, 0.,00

(6) 10 '  20 ' 11 12 (separate) 23 20 '  ,0 ' 11 11 (separate) 22 ,0 '  10 10 (separate) 20 "<'G "ver-ead )
DEPATMENT ODE NO+ 5 Serie' o# 6336

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"<' (J of 7<) 13 12 12 11 11 10

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1 1 1 1 1 1

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Dpwh Cost Estimate Guidelines.pdf

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