6. Schedule of Rates - 1-Final

7/26/2019 6. Schedule of Rates - 1-Final

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1. GENERAL SITE CLEARING AND EARTHWORKS

Items Description Unit

1.1 General Site Clearance

1.1.1 Clearing and grubbing within the Site of all trees, bushes, etc. Ha

1.1.2 Stripping top soil to 150mm thic

1.1.! "emolition and remo#al of e$isting pa#ement.

1.1.% Scarif& and remo#e e$isting pa#ement to the re'uired le#el.

1. Roa!"a# E$ca%ation

1.2.1

1.2.2(oadwa& e$ca#ation in all materials other than roc including cart awa& from site.

1.2.!

1.2.%

1.2.5a) *h&sical Characteristic+ Continuous filament, nonwo#en needle punched.

b) *ol&mer+ 100 pol&prop&lene, - stabilied.

c) ass + 25 g/m2, S3 4%

d) 6hicness 72 *a)+ 2.5 mm, S3 4!

e) 6ensile Strength 7a#e)+ 21.5 8/m, S3 10!14

f) 6ensile Elongation 7"/C")+ 0/%0, S3 10!14

g) C9( *uncture Strength+ !!00 8, S3 122!

h) Effecti#e 3pening Sie 7340)+ 0.04 mm, S3 1245

i) ertical :ater ;low 50mm head+ 5 l/m2/s, S3 1105


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E/2


1.2.?

1.2.

1.0 &reparation o ,ormation

1.!.1

1.!.2 *repare and compact subgrade in sand material.

1.2 &rotecti%e 3e4etation or Erosion Control5

1.%.1

1.%.2

1.%.!

1.%.%

1.6 S7pplementar# Site S7r%e#

1.5.1 @S

)A REIN,ORCED CONCRETE -OAT RA*& ,OR *URU* HDROELECTRIC &RO/E

ii) =eogrid 6&pe 2, 0/!0*roperties, S3 10!14, >S6 "%545, >S !?0.2a) Characteristic short term tensile strength " / C"+ 0/!0b) 8ominal roll width+ 2./5.2 mc) 8ominal roll length+ 100 md) Estimated roll weight+ ??/10 g8ote+ Characteristic denotes the #alue within the 45 confidence le#el.

m2

Suppl&, la&, grade and compact in la&ers imported sand fill material to formationle#el.

m2

Construct capping la&er using stocpiled materials on slopes of embanment,

including e$ca#ation of embanment toe drain.

m2

*repare, grade to fall and compact subgrade in suitable materials other thansand.

m2

m2

100mm s'uare turfs for spot turfing on cut slopes, embanments and benchesincluding top soil.

m2

H&droseeding with protecti#e mat 7igormat !0e or e'ui#alent) on cut slopes,embanments and benches.

m2

Establishing leguminous plants as specified on cut slopes, embanments andbenches.

m2

Suppl& and place 1 .0m $ 1 .0m $ 1 .0m *C coated wire gabion complete withrocfill.

m2

Carr& 3ut 6opographical Sur#e& :ors for >dditional Spur (oads if (e'uested b&urum H&droelectric "am 3peration and aintenance "epartment


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E/!


4/28

E/%

%,000.00

!.?5

2.00

2.00

11.00

11.00

25.00

.00

22.00

50.00

T

Rate'R*(


5/28

E/5

A

?5.00

20.00

!.00

2.00

?.00

5.00

?.00

!00.00

!00,000.00

T

Rate'R*(


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E/


7/28

"(/?

. DRAINAGE WORKS


.1 Const7ct S7race Drains

2.1.1 Embanment toe drain m

2.1.2 (oadside earth drain m

.

.0

.2 S7ppl# an! Install &recast concrete &ipe C7l%erts5

2.%.1 Single 400 mm diameter. m

2.%.2 6win 400 mm diameter. m

2.%.! Single 1200 mm diameter m

2.%.% 6win 1200 mm diameter. m

2.%.5 Single 1500 mm diameter. m

2.%. 6win 1500 mm diameter. m

2.%.? Single 100 mm diameter. m

2.%. 6win 100 mm diameter. m

2.%.4 Single 400 mm diameter. no.

2.%.10 6win 400 mm diameter. no.

2.%.11 Single 1200 mm diameter no.


2.%.1! Single 1500 mm diameter. no.


Suppl& and nstall 500mm 6hic gabion mattress laid on ground including rocfilland la&ing at slope. m

2

;illing of e$isting stream/drain using imported suitable fill material includingcompaction. 9orrow pitB15m. m

!

*recast concrete Class D butt


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"(/

2.%.1% 6win 1500 mm diameter. no.




2.%.1? Single 400 mm diameter. no.

2.%.1 Single 1200 mm diameter no.



.6 S7ppl# an! Install Reinorce! Concrete -o$ C7l%ert

2.5.1 Single 1.5m $ 1.5m m

2.5.2 6win 1.5m $ 1.5m m

2.5.! Single 2.0m $ 2.0m m

2.5.% 6win 2.0m $ 2.0m m

2.5.5 Single 2.5m $ 2.5m m

2.5. 6win 2.5m $ 2.5m m

2.5.? Single !.0m $ !.0m m

2.5. 6win !.0m $ !.0m m

2.5.4 Single !.5m $ !.5m m

2.5.10 Single 1.5m $ 1.5m m

2.5.11 6win 1.5m $ 1.5m m

2.5.12 Single 2.0m $ 2.0m m


(einforced concrete inlet sump structure complete with hinged grating co#er andframe, grating and all necessar& e$ca#ation and part bacfill including


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"(/4

2.5.1! 6win 2.0m $ 2.0m m


2.5.1% Single 2.5m $ 2.5m m

2.5.15 6win 2.5m $ 2.5m m

2.5.1 Single !.0m $ !.0m m

2.5.1? 6win !.0m $ !.0m m

2.5.1 Single !.5m $ !.5m m

2.5.14 Single 1.5m $ 1.5m m

2.5.20 6win 1.5m $ 1.5m m

2.5.21 Single 2.0m $ 2.0m m

2.5.22 6win 2.0m $ 2.0m m

2.5.2! Single 2.5m $ 2.5m m

2.5.2% 6win 2.5m $ 2.5m m

2.5.25 Single !.0m $ !.0m m

2.5.2 6win !.0m $ !.0m m

2.5.2? Single !.5m $ !.5m m

2.5.2 Single 1.5m $ 1.5m no.

2.5.24 6win 1.5m $ 1.5m no.

2.5.!0 Single 2.0m $ 2.0m no.

2.5.!1 6win 2.0m $ 2.0m no.

2.5.!2 Single 2.5m $ 2.5m no.


(einforced concrete bo$ cul#ert barrel with fill height e$ceeding .0m high and note$ceeding 4.0m high complete with all e$ca#ation and part bacfill and eepingtrench dr&.

(einforced concrete inlet and outlet structures comprises headwall, wingwall,apron, cul#ert marer post complete with all necessar& e$ca#ation and partbacfill including


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"(/10

2.5.!! 6win 2.5m $ 2.5m no.

2.5.!% Single !.0m $ !.0m no.


.8 S7ppl# an! Install Concrete Wor9s or Draina4e

2..1 50mm thic lean concrete =rade 15*/20 as blinding for drainage wors.

2..2 =rade 20/20.

2..! =rade 25/20.

2..% =rade !0/20.

Suppl& and nstall ;ormwor as described to Class ;1 -1 ;inish t&pe

2..5 6o sides of drain, cul#erts, wingwall, headwall, and the lie.

2.. 6o soffit of cul#ert co#er slab and the lie.

Suppl& and nstall High Field "eformed Steel (einforcement 9ars as described+

2..? 10mm "iameter tonne

2.. 12mm "iameter tonne

2..4 1mm "iameter tonne



Suppl& and nstall :ire esh (einforcement as described+

2..12 6&pe > 7minimum !.55g/m2).

2..1! 6&pe >? 7minimum !.02g/m2).

2..1% 6&pe > 7minimum 2.22 g/m2).

2.? =routed stone pitching of #arious thicness.

2. 12mm 6hic


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"(/11


12/28

"(/12

!0.00

150.00

10.00

50.00

A

A

1,00.00

A

A

A

A

A

A

A

A

A

A

T

Rate'R*(


13/28

"(/1!

A

A

A

A

A

A

A

2,00.00

A

A

A

A

A

A

A

A

A

A

A

T

Rate'R*(


14/28

"(/1%

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

,?00.00

A

A

A

A

T

Rate'R*(


15/28

"(/15

A

A

%00.00

%00.00

%0.00

520.00

!5.00

!5.00

%,200.00

%,200.00

%,000.00

%,000.00

%,000.00

2!.00

20.00

1!.00

500.00

10.00

T

Rate'R*(


16/28

"(/1


17/28

*a#ement/1?

0.: Concrete &a%ement Wor9s an! Roa! ,7rnit7res


0.1 Subbase course including drainage la&er under compacted earth shoulder.

0. Construction of rigid pa#ement compelete with groo#es including wors below+A

a) Suppl& deli#er and compact Concrete =rade !0 for the *a#ement

b) Suppl&, deli#er and install 9C 910 as reinforcement

0.0 Construct 6rans#erse E$pansion


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*a#ement/1


8os.

8os.

0.=8os.

ACCESS ROAD TO THE INTAKE &HASE 'II() DA* CREST + ECOLOGICAL &OWER STATIOA REIN,ORCED CONCRETE -OAT RA*& ,OR *URU* HDROELECTRIC &RO/E

c) :arning 76&pe :") road signs of #arious shapes and not e$ceeding 2.0m2 inarea.

d) =uide/"estination 76&pe =") road signs of #arious shapes with the followingareas 7>ll *ro#isional)+

i) E$ceeding 1.0m2 and not e$ceeding 2.0m2in area.

Suppl& and install in position guardrails inclusi#e of post and delineators inaccordance with drawings and specifications.


19/28

*a#ement/14


20/28

*a#ement/20

5.00

5!0.00

!5.00

100.00

%50.00

5,500.00

100.00

%50.00

5,500.00

5!0.00

!5.00

5,500.00

%50.00

!5.00

1!0.00

50.00

50.00

INCLUDINGT

Rate'R*(


21/28

*a#ement/21

1,200.00

!,000.00

!0.00

2.00

INCLUDINGT

Rate

'R*(


22/28

*a#ement/22


23/28

Struct/2!

2.: Str7ct7ral Wor9s


2.1 S7ppl# an! Install Concrete Wor9s or Str7ct7ral Wor9s

%.1.1 50mm thic lean concrete =rade 15*/20 as blinding

%.1.2 =rade 20/20.

%.1.! =rade 25/20.

%.1.% =rade !0/20.

Suppl& and nstall ;ormwor as described to Class ;1 -1 ;inish t&pe

%.1.5 6o sides of foundation and beams

%.1. 6o sides of Columns

%.1.? 6o soffit of f loor slab and beams

Suppl& and nstall High Field "eformed Steel (einforcement 9ars as described+

%.1. 10mm "iameter tonne

%.1.4 12mm "iameter tonne




Suppl& and nstall :ire esh (einforcement as described+

%.1.1! 6&pe > 7minimum !.55g/m2).

%.1.1% 6&pe >? 7minimum !.02g/m2).

%.1.15 6&pe > 7minimum 2.22 g/m2).


m2

Suppl& and nstall (einforced Concrete of the following grades for Structural:ors :ors+

m!

m!

m!

m2

m2

m2

m2

m2

m2


24/28

Struct/2%

!45.00

%?5.00

500.00

520.00

5.00

5.00

5.00

%.20

%.20

%.00

%.00

%.00

20.00

1.00

1%.00

T

Rate'R*(


25/28

*iling/25

6.: &ilin4 Wor9s


6.1 &ilin4 Wor9s

5.1.1 Setting out piles position b& appro#ed @icensed Sur#e&or and all ancilliar& wors. no

5.1.2m

5.1.! m

5.1.%

5.1.5no.


"rill 20mm diameter #ertical hole through roc complete with Standard*enetration 6est including all labour, machineries and materials.

Suppl&, deli#er to Site, handle, pitch, and install 1.!mm 3.". $ .!5mm thicSteel >* 5@ *ipe

Suppl& and pressureAgrouting =rade !0 concrete nonAshrin grout as described,including necessar& cleaning. m!

Cut off and dispose site >* 5@ pipe. nstall pile head consists of %625 9arswelded to the top end of the >* *ipe before the casting of pile caps.


26/28

*iling/2

5,000.00

%00.00

2%0.00

1,000.00

?0.00

T

Rate'R*(


27/28

isc/2?

8.: *iscellano7s Wor9s


8.1 C>ain Lin9 ,encin4

.1.1

m

.1.2 "itto 50mm diamond mesh 78o.12 S.:.=.) ditto. m

.1.! "itto 5mm diamond mesh 78o.10 S.:.=.) ditto. m

.1.%

m

.1.5 "itto 50mm diamond mesh 78o.12 S.:.=.) ditto. m

.1. "itto 5mm diamond mesh 78o.10 S.:.=.) ditto. m

.1.?

no.

.1. no.


Chain lin fencing 1.50m high consisting of 50mm $ 50mm $ mm painted steelangle post at !.00m centres with bottom end embedded in concrete 7=rade 20)and with 50mm diamond mesh 78o.10 S.:.=.) gal#anised chain lin fence,including three strands of 8o. gal#anised straining wire and including 50mm $50mm $ m painted steel angle corner struts with bottom end embedded in andincluding concrete 7=rade 20) base.

Chain lin fencing 1.0m high consisting of 50mm $ 50mm $ mm painted steelangle post at !.00m centres with bottom end embedded in concrete 7=rade 20)and with 50mm diamond mesh 78o.10 S.:.=.) gal#anised chain lin fence,including three strands of 8o. gal#anised straining wire and including 50mm $50mm $ m painted steel angle corner struts with bottom end embedded in andincluding concrete 7=rade 20) base.

ild steel double leaf gate sie %.40m wide $ 1 .50m high o#erall, each leafcomprising of 150mm wide frame constructed of !mm thic mild steel platewelded to and including 2 8o 25mm $ 25mm $ !mm mild steel hollow sectionclosed at ends with mm thic mild steel plate, top and bottom rails constructed of2 8o !mm thic mild steel plate welded to and including 2 8os. 50mm $ 25mm $!mm thic mild steel hollow section closed at ends with mm thic mild steelplate, infilled with 20mm $ 20mm mild steel hollow section #ertical members at125mm centres closed at ends with mm mild steel plate, with and including mildsteel bolt and slee#e, loc plate, butt hinges, welding and painting.

Suppl& and nstall steel 9oom =ate as per drawing complete with material andlabour.


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20.00

250.00

200.00

!20.00

!00.00

!50.00

10,000.00

!,500.00

T

Rate'R*(

Documents

6. Schedule of Rates - 1-Final