C.S. 22052016

8/16/2019 C.S. 22052016

http://slidepdf.com/reader/full/cs-22052016 1/20

MAC

Item Description om !ty "ate Amount "ate

Breaking 6" block wall and removing and loading Debris SFt 300.00 12.00 3,600.00

Breaking floor and wall tiles kota and loading debris SFt 2,000.00 1!.00 36,000.00

Door frame fi$ing %os 6.00 2,200.00 13,200.00 Backing (laster )*ddition to t+e revio-s t d-e to walls of '/ /3/10.'6 &0# SFt 1,60#.00 3#.00 #6,1'#.00

" t+k SFt 00.00 &!.00 3&,200.00 &

Back filling for c+anging room Ft 3#0.00 #.00 1#,'#0.00 2#

Breaking of ater roofing ft 300.00 120.00 36,000.00 '0.00

" 4+k Brick all )*ddition to t+e revio-s t d-e to walls of 3.#/ /3/10.'6 #2 SFt #2'.00 6#.00 3 ,2##.00 '#.00 3&,#2#.0

6" t+ick Block ork SFt !0.00 1!0.00 1 , 00.00 60

CI#I$ %O"& TOTA$ '()*+),.,,

TOTA$ %O"& #A$ E 1 '()*+),.,,

F ,5S 7 4 89 F F 4ime eriod 89 20 Da:s # Da

a:ment 4erms 89 30 Da:s 30 Da:

89 Devlo(er S-((lied ;aterial 89 1. ooden Door Frame2. Back Filling ;aterial3. Floor 4iles, all 4iles, Bal 5nd-ra *d+asive, <ota, =ranite

8/16/2019 C.S. 22052016


8/16/2019 C.S. 22052016


8/16/2019 C.S. 22052016


S "2A#A3S4I D"2 %A$$

OM !T2 "ATE AMO 3T "ATE AMO 3T

Sft &0# 6# #!!2#

Sft #2 '# 33&00 1!! ! &'6

'0'+ )( 0

8/16/2019 C.S. 22052016


Sr. 3o. Description !ty.

1 0&.03

2 !!.26

3 1&.6!

1&.6!

Total

roviding and Fi$ing oncrete aver Block flooring from (aver block ofsi e 20#mm $ 110mm $ 60mm t+ick, wit+ Dr: Bedding of ement,riversand and cr-s+ed sand in (ro(ortion of 18 86 res(ectivel: of 1.#"average t+ick,com(acting b: maintaining line level, as (er arc+itect-raldrawing, site engineer instr-ction and as (er constr-ction ind-str: good(ractice.)Develo(er s-((l: free material is oncrete aver Blocks of si e 20#mm$ 110mm $ 60 mmt:. 3! SCmt ) 0&.032 sft

roviding and Fi$ing of =ranite Flooring Border 200mm widt+, matc+ingwit+ (aver block to( level wit+ all materials tools and tackles as (erarc+itect-ral drawing and site engineer inc+arge instr-ction. ncl-dingsand, ement, araldite etc. com(lete, as (er arc+itect-ral drawing, siteengineer instr-ction and as (er constr-ction ind-str: good (ractice.)Develo(er s-((l: free material is granite of si e 200mm $ 300mmt:. 2 ?mt )!!.26 sft

rovding and Fi$ing of <ota Stone 4read 2m Aong $ 300mm idt+ $ 3%os. incl-ding cement, sand etc.com(lete )develo(er s-((l: freematerial is kota stone for tread

rovding and Fi$ing of <ota Stone ?iser 2m Aong $ 1#0mm eig+t $ 3

%os.incl-ding cement, sand etc. com(lete )develo(er s-((l: freematerial is kota stone for riser

8/16/2019 C.S. 22052016


8/16/2019 C.S. 22052016


Sr. 3o.

1

2

3

#

8/16/2019 C.S. 22052016


?emarks 89

8/16/2019 C.S. 22052016


Description

*((l:ing of (cc -nder c+amber trenc+ 7 (i(e incasing incl-ding all com(lete Eob

?emoving of (vc (i(e 110 mm dia

?emoving of (vc (i(e '# mm dia

?emoving of -(vc (i(e 63 mm dia

?emoving of -(vc (i(e water s-((l: astm 0 mm dia



?emoving of -(vc (i(e water s-((l: astm 1# mm dia

1#0 mm dia

110 mm dia

'# mm dia

?efi$ing of -(vc c(vc astm water s-((l: (i(e 0 mm dia



?efi$ing of -(vc c(vc astm water s-((l: (i(e 1# mm dia

5$cavation in all sorts of soil soft rock w+ic+ can be removed b: b-cket for la:ing (i(es -(to 300 mmdia )internal incl-ding forming bottom s-rface to reC-ired level refilling selected e$cavated eart+aro-nd t+e (i(e in la:ers of 1#0mm t+ick watering consolidating and dis(osing off t+e s-r(l-s eart+wit+in t+e site or as directed b: t+e 5ngineer wit+in a lead of 300m etc., com(lete.

S-((l:ing and onstr-ction of ins(ection c+amber of internal si e #0 / &00 mm wit+ 230mm t+ickbrick work wit+ best C-alit: a((roved bricks in ; 18 over a bed of 100mm t+ick 18 8! belowc+amber, internal wall s-rfaces (lastered in ; 18 and e$ternal wall s-rfaces wit+ ; 18 wit+s(onge finis+, benc+ing and c+annelling in 18 8!. S-((l:ing and fi$ing sC-are frame 7 coverof si e s-itable for a clear internal si e of c+amber of &00 $ #0mm )weig+t 12# <gs. )5$cavation willbe (aid -nder se(erate item .

S-((l:ing and onstr-ction of =-ll: c+amber wit+ > =-ll: 4ra( 230mm best C-alit: a((roved4able ;o-lded bricks in ; 18 over a bed of 100mm t+ick 18 8!, internal wall s-rfaces (lasteredin ; 183 and e$ternal wall s-rfaces wit+ ; 183 .S-((l:ing and fi$ing sC-are frame 7 cover of si es-itable for a clear internal si e of c+amber of 300 $ 300mm )weig+t ! <gs. )5$cavation will be (aid-nder se(erate item .

S-((l:ing, installing, testing and commissionig of self fit > > agri (i(e confirming to S &!#9!1 of 6<gf cm2 laid to t+e reC-ired slo(e in line and level on '#mm t+ick wit+ necesssar: fittingslike bend, elbow, tees co-(lers and sockets etc. com(lete Eointing t+e (i(es wit+ man-fact-re

a((roved solvent , direction of 5ngineer in c+arge. and incasing concrete will be (aid -nderse(erate item

8/16/2019 C.S. 22052016


Total

S+ankar D+-mal for t+e ivil work is it+ ;aterial e$ce(t t+e ement,all ot+er are onl: labo-r

*dditional for t+e Bricks and ement is as followes

S-mmar:

I9 A:: in A7ove than

8/16/2019 C.S. 22052016


Shiv Sajan Contractors Shree Mauli Services

!ty. nit "ate Amount "ate Amount

21. # -m '#0.00 16,0!'.#0 &!'.6# 21,1!#.1!

30 ?mt 3#0.00 10,#00.00 300.00 &,000.00

%os ',#00.00 30,000.00 3,#00.00 1 ,000.00

%os 2,'#0.00 11,000.00 2,#00.00 10,000.00

0*+)0.+, +(*8)+.8)

6.# ?m 300.00 1,&#0.00 '#.00 !'.#0

1& ?m 2'#.00 #,22#.00 '#.00 1, 2#.00

0 ?m 2#0.00 9 '#.00 9

12.# ?m 22#.00 2,!12.#0 '#.00 &3'.#0

12.# ?m 200.00 2,#00.00 '#.00 &3'.#0

0 ?m 1&0.00 9 '#.00 9

12.# ?m 1'#.00 2,1!'.#0 '#.00 &3'.#0

9 9

30 ?m ##0.00 16,#00.00 1#0.00 ,#00.00

6.# ?m #0.00 2,&2#.00 1#0.00 &'#.00

1& ?m 00.00 ',600.00 1#0.00 2,!#0.00

12.# ?m 00.00 #,000.00 1#0.00 1,!'#.00

12.# ?m 3#0.00 ,3'#.00 1#0.00 1,!'#.00

0 ?m 26#.00 9 1#0.00 9

12.# ?m 200.00 2,#00.00 1#0.00 1,!'#.00

+/*+0+.,, 8)* 0+.,,

8/16/2019 C.S. 22052016


9 9

8'8*8 '.+, 0'*) ,.8)

;aterials ost t:. nit

cement 12, '2.1' 1.#'3&0331'6 Bags

?iver Sand 6#62.&&#36!2 6&.120# 10022 F4

cr-s+ed sand 26!'.110!26 6'.026&6 F4

;etal 3#3#.6'21 13 .0#3&2 F4

Bricks " si e &#! .6#2 1&16.&30 %os.

3 ,! 2.60 *((ro$

8+ *,,+.8, 8,0*0,'.0

%G F F 9@5S

4otal ;aterialcost

8/16/2019 C.S. 22052016


Shankar Dhumal

1,23 .!0 26, !6. 6

2 .3

''.61 2,32!.30 .3'

,000.00 16,000.00

0.'2&

1,#00.00 6,000.00

#.103 1&.1&' 21.#&662#

+,*)8(.0

'#.00 !'.#0

'#.00 1, 2#.00

'#.00 9

'#.00 &3'.#0

'#.00 &3'.#0

'#.00 9

'#.00 &3'.#0

1#0.00 ,#00.00

1#0.00 &'#.00

1#0.00 2,!#0.00

1#0.00 1,!'#.00

1#0.00 1,!'#.00

1#0.00 9

1#0.00 1,!'#.00

8)* 0+.,,

8/16/2019 C.S. 22052016


*() .0

)8* 8. /

%G 9 F

8/16/2019 C.S. 22052016


PCC Bed 2.7 cumPCC encasing 1.2 cum

Total Qty. 3.9 cum 0.9567.03

134.05

Bric !or

C"am#er $all 2.172 %&mt 0.49956

'ully Tra( 1.272 %&mt 0.29256

Plaster)nternal (lasterC"am#er 2.025 %&mt

'ully Tra( 0.*1 %&mt

2.*35 30.51594 s+t

,-ternal (lasterC"am#er 2.724 %&mt

0.4163 %&mt'ully Tra( 1.*24 %&mt

0.4*76 %&mt

5.4519 %&mt 5*.6*4252

Inspection chambers and Gulley trap chambersCost o+ Bric 2 396.16Cost o+ Cement 1 052.9*Cost o+ %and 1 640.75

Total cost o+ one eac" 5 0*9.*9

/o. o+ c"am#ers 4

8/16/2019 C.S. 22052016


20,359.57

PCC Bed and Concrete encasingCement * 260.25Crus"ed %and 2 6*7.11etal 3 535.67Total mount 14,4!3.03

"## $ %ncasin&Cement * 260.25Crus" %and 2 6*7.11etal 3 535.67

#ehmberBric 9,5!4.'5Cement 4211.92255%and 6562.99537

Cement 12 472.17Crus" %and 26*7.110*3%and 6562.99537etal 3 535.67

Total amount o( 4 inspectionand &ully trap chamber

8/16/2019 C.S. 22052016


27.53 Bags 300.00 * 260.25crus"ed san c+t 40.09 2 6*7.11etal c+t 26.3* 3 535.67

Total moun 14 4*3.03

Bric s Cum /os Bric s ortar 30 1 4cum 550 274.75* 0.149*6*

Cum 550 160.90* 0.0*776*

435.666 0.23763610 $astage 43.5666 0.0475272

479.2326 1.35792 Cement in #ags4.7 5.5 Bric 2 396.16 6.70703*464 C+t

4 014.69

0.01 0.33

0.05 1.64

2.20065944 0.04 1.0*

0.15 5.25

8/16/2019 C.S. 22052016


8/16/2019 C.S. 22052016


2.104776 300 631.432*10.39591 94.95 9*7.09162

300.00 9*.23

94.95 155.44

300.00 323.32

94.95 49*.211 075.21

Cementin #agssand in

c+t

Cement

in #agssand inc+t

8/16/2019 C.S. 22052016


C.S. 22052016

Documents