Unnatti Methodology and Quality Procedure (Repaired)

8/12/2019 Unnatti Methodology and Quality Procedure (Repaired)

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avi Energie Pvt. Ltd.202-2, Manubhai Towers-B,Sayajigunj,Vadodara - 390 005Telefax!9"-2#5-222#0#9 $ 23#"%&0

Mobile!9"-9'250 #'909(-)ail [email protected]

*+ 5"909./"99&T*022'"'

METHODOLOGY

Mobili1aion

lanningroje Monioring

.eneral

QUALITY CONTROL

roedureTesing 4or)as

*helis for onree wor, laser, Briwor, Seel e6

S. H. E. POLICY

List o Co!"#eted $ on%going "ro&e't

ENCLOSURES

*o)7any rofile

8ai (nergie 6 :d6 ;Part of Ravi Energie Group of Companies registered with IFIA


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METHODOLOGY

A. Mobilization

. Planning

C. Pro!e"t Monitoring

#. $ualit%

E. &afet%

F. General

A. MOBILIZATION:

We will start mobilization with respect to machinery equipment and manpower to the site within 07 days

after receipt of LOI with advance.



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B. PLANNING:

On receipt of your LOI and Detail Drawings, a Detailed ar !hart will be provided by us who will spell

out the total plan for the pro"ect completion. #his Detail Bar Chart will be regularly updated indicating

the actual progress achieved vis$%$vis targeted plan both graphically as well as quantity wise and slippage&s

if any will be identified, highlighted and monitored and controlled. We will ensure that all

targets'milestone are continuously monitored and controlled.

Our planning team will plan the future activities, procurement of specialized materials, allocating the

specialized agencies and over all synchronizing of the various activities. #his planning shall be done in

consultation with site management.

Bar chart monitoring will be done on a Weekly basis.

(anpower mobilization chart along with (achinery mobilization chart will be prepared by us at the start

of the pro"ect and this will be continuously monitored and controlled to provide the necessary inputs.

C. METHODOLOGY

ASSUMPTION:). #ender Drawings i.e. *rchitectural +lan Drags issued along with

#ender Documents.. Owner shall hand over the site free from encumbrance and obstacle.

-. /ood for construction drawing from 0!! !onsultant ' *rchitect areIssued to us in advance and suitable time is given to plan and start

!onstruction *ctivity.

1. #emporary Water 2 +ower for construction purpose shall be given by

!lient free of cost.

3. !lient shall provide necessary land for building temporary site office,

!ement godown, 4ard for storing materials at free of cost.

5. +eriod of completion of proposed construction.

DEVELOPMENT / SUB-STRUCTURE / PLINTH:

a6 =e shall lear he enire lose soil and debris e6 fro) he onsruion >rea

)ehanially $ )anually as 7er sie re?uire)ens6

b6 The lo shall be filled u7 wih seleed exaaed earh aailable or )urru)



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brough fro) ouside whereer leel has o be deelo7ed and leelling arried ou

wih 7ro7er onsolidaion6

6 Building :ine ou for 4oundaion of all sruure and 7er)anen Benh Mar shall

be go a77roed fro) >rhie $ *onsulan before exaaion6

d6 Based on 8** @esign @rawing and >rhieural :ayou 7lan, we shall sar

exaaion wor wih hel7 of (xaaors and dis7osal arried ou by engaging

suffiien du)7ers6

e6 +ndiidual 4ooings, Sub *olu)ns, =all fooings, of Main lan and on lan

bldg6 shall be onsrued and Bafilling arried ou by earh aailable a sie or

brough fro) ouside as 7er Awner $ *onsulan adie6

f6 8ubble Soling and .rade Slab of Bldg6 $ Sruure shall be arried ou afer duly

o)7aing he ba filed earh6

SUPER - STRUCTURE:

a6 Based on Sruural $ 8** @rawings, 4ra)ed sruure suh as olu)ns, bea)s,

slabs shall be onsrued wihin i)e shedule wih bes )aerial and

wor)anshi76b6 *enering and for) wor aiiy for 8** slab shall be arried ou wih

onenional 7lywood $ seel 7laes $ seel 7ro7 - su77or e6

6 The reinfore)en seel laying and onreing aiiy shall follow afer he

Shuering $ 4or)wor is o)7leed6

d6 =e shall 4abriae a sie sruural seel )e)bers and ereion arried ou as 7er

s7eifiaion laid ou in ender6

e6 Terrae =aer7roofing of Bldg6 shall be arried ou afer o)7leing errae slab

of >ll Bldg wih "0 years guaranee6

f6 >ll aboe wor shall be arried ou in 7resene $ guidane of Awner

re7resenaie $ 8** *onsulan6

g6 >ll safey )easures shall be aen during onsruion aiiy6BRICK / BLOCK MASONRY:

a< The Bri $ Blo wor shall sar si)ulaneously wih o)7leion of fra)ed

sruure and fron aailable floor $ area wise6

b< The Bri $ Blo wor shall be arried ou wih bes loally aailable Blos$bris

as 7er rogra))ed6

PLASTER [INTERNAL & EXTERNAL]

a< The inernal 7lasering wor shall be arried ou as 7er he Bar *har and uring

arried ou suffiienly6

b< The exernal 7lasering wor of Bri wall of Building and oher sruure shall be

arried ou as soon as inernal 7laser and fixing of @oor $ window Base fra)e is

o)7leed6 =e shall )obili1e ade?uae Man7ower $ saffolding )aerial for

arrying ou his aiiy6

OTHER MISC. STRUCTURE:

*onsruion of Aher Mis6 Sruure suh as underground ans, @rainage,8oads, aing,



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36 =eigh Balane " os&6 *ubes, .lass /ar e6 2 Se56 *ube esing )ahine " o#6 *ube Mould "' o

6II7 !:(:=# /ODOW=>

$ !onsider )? days stoc@ will be -??? ags 9ize A B )? (eters.

6III7 L*O80 !*(+>

$ !onsider )3? +erson during +ea@ time, the area required for labor

!amp -?,??? 9qft.

IB7 9I#: 9#O0:> C?? 9qft. /eneral !ivil Items 9urvey Instruments : Lot. #heodolite,

Dumpy Levels, Level 9taff etc.7 9afety Items> Lot.


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MONTHLY "EPO"T SHO%ING !PDATE P"OG"AMME COSTS # $O"CASTS

&A"IATION SA$ETY ETC.

8==*##I will prepare 9tatus 0eport on (onthly basis with following *nneEure>

*. *nneEure $I 0eview of +ending +oints on various meetings held with clients which are minted.

. *nneEure$II, +rocurement 9chedules, Drawings 9chedules and :rection, !ommissioning 9chedule.

!. *nneEure$III. Wor@ +rogress during and at the end of the month.

D. *nneEure$6. 8pdated construction schedule indicating upto date achievement'slippage vis$%$vis

planned for civil wor@s.

:. *nneEure$6III. +hotographs on progress at every month end.

G. P"OC!"EMENT P"OCED!"E:

8==*##I will wor@ out the requirement of rought out item required for the +ro"ect. With eEcellent

contacts 8==*##I has with the various suppliers, 8==*##I would be in a position to get more

attractive prices for these items.

). 8==*##I has a (aterial (anager at


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I. SA$ETY :

*ll wor@ers shall be provided with necessary protective 2 safety equipments in the form of

a7 * hut of *rea of 51 sft. Inclusive of coo@ing place with minimum height C&$? at each level with

a coo@ing place ad"acent to the hut for each family.

b7 #emporary latrines and urinals for the use of wor@ers at the rate of four per each one hundred of

the total strength.

c7 #emporary bathing and washing places suitably screened one unit for every 3 persons residing

in the camp.

3 Dri,i,- %ater:

In every wor@ place, there shall be provided and maintained at suitable places easily accessible to

the wor@ers a sufficient supply of water fit for drin@ing.

9 Pr+i4i+, + 4helter *ri,- re4t:

*t every wor@ place shall be provided with suitable sheds for meals and for rest. #hese sheds shall

always be @ept clean.



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1111

; Cr. MEDICAL A""ANGEMENTS:

1 $ir4t Ai:

*t every wor@ place, there shall be provided and maintained in a readily available place ;irst *id

*ppliances including an adequate supply of sterilized dressings and sterilized cotton wool as prescribed in

the ;actory 0ules of the 9tate in which the wor@ is carried on. #he appliances shall be @ept in good order

and in large wor@ places, they shall be placed under the charge of a responsible person who shall be

trained in ;irst *id #reatments and who shall also to be readily available during wor@ing hours.

5 A,ti Malarial Pre6a*ti+,:

*ll anti malarial precautions will be ta@en including filing up any borrow pits which may lead to

ponding and to breeding of mosquitoes

1111

L. GENE"AL:

1 A66e44 +r i,4?e6ti+,>

During the progress of wor@s and maintenance period, proper means of access, ladders, gangways

etc. and necessary attendants to move and adapt the same will be provided for inspection or measurements

of wor@s.

5 Te?+rar2 %+r4@$a6ilitie4:



10/61

We will provide all such weather proof sheds for storage and protection of materials against the

effects of sun and rain. We will provide such temporary fences, guards, approaches, and roads as may be

necessary for eEecution of wor@ and for safeguarding the public.

3 Haar Ie,tii6ati+, @ "i4 A44e44e,t:

#his is covered under 9tandard 9afety 0ules.

9 Per4+,,el ?r+te6tie e*i?e,t:

#his is covered under 9tandard 9afety 0ules.

; Pla,t &ehi6le4 E*i?e,t # T++li,-:

We will provide necessary plant, concrete miEers, hoists, vibrators, scaffolding tac@les, cartage,

labour and removal of the same at the completion of wor@.

= E*i?e,t @ Material 4t+ra-e:

#his is covered under the temporary wor@s ' facilities

7 Y+*,- Per4+,4:

We have a strict control system pertaining to prohibition of employment of young children, non

adult wor@ers. =O young person shall be allowed to wor@ on any of our wor@ sites.

1111

LIST O$ D"A%INGS "E'!I"ED $O" E)EC!TION O$ P"OE/CT:

A"CHITECT!"AL D"A%INGS:

*7 /:=:0*L L*4O8# $ 9


11/61

LO!*#IO= O; :L:!. ;I##I=/9 :#!.

K7 +L8(I=/ L*4O8# ' +I+I=/ *00*=/:(:=# D0*WI=/.

J7 ;*L9: !:ILI=/ L*4O8# +L*= 9:!#IO=.L

L7 ;LOO0I=/ 2 D*DO D:#*IL9 $ +L*= 2 :L:6*#IO=.

(7 O#


12/61

PLANNING @ BAC>!P CALC!LATION.

1. E)CA&ATION @ SITE G"ADING %O">. #ender qty>

1;5=;3Output'+oclainM3??!um'A :

*ll reinforcement steel shall be stac@ed at steel yard i.e. near to site, cut with help of 0einforcement

!utting (achine, transported to wor@ place. #he steel shall be cut based on ar $ bending schedule

prepared by our G.9. at site. #ender qtyM 5;0MT Out put ) fittN) helpM)A?@g'days 3????')A?M)-AA

nos. )-AA'?daysM)3.1 say 1=,+4

C!"ING:

We plan to build loop line all around uilding with intermediate nozzles provides at every interval for

curing purpose.



13/61

MASONA"Y %O">: Te,er t2

915;3

Output )massnN) helperM).m-'day 1)3').M-1-A nos

-1-A'13dayeMC5.1 say77 ,+4

INTE"NAL E)TE"NAL PLASTE": Te,er t2 1=57;5. Output )massnN)helperM)m'day

)5C3')M)-35nos )-35'13daysM30 ,+4

$O"M%O"> METHODOLOGY

GENE"AL

$+r+r 4hall 6+,4i4t + 4h+re4 8ra6i,-4 4ie4 + 8ea4 a, 6+l*,4 8+tt+4 + 4la84 et6

i,6l*i,- tie4 a,6h+r4 i,4ert4 et6. a, 4hall 8e ?r+?erl2 e4i-,e a, ?la,,e +r the +r.

$+r+r a2 8e + Ti8er Pl2++ etal et6.

1111

;ormwor@ shall be so constructed that vertical ad"ustments can be made to compensate for ta@e up and

settlements.

Wedges shall be used at the top or bottom of timber shores, to facilitate vertical ad"ustment or dismantling

of the formwor@.

G++ *alit2 FA6r+F spans, steel plates, steel props shall be mobilized for the provision of smooth

surface finishes.

We shall indicate quantities of such formwor@ and associated materials on mobilizing after award of wor@

and receipt of dregs.

;abricated structural steel sagging as read. based on structure7 and steel pipe scaffolding shall be used.

DESIGN O$ $O"M%O">

#he design and engineering of the formwor@ such as rai,-4 4et6h +r 6al6*lati+,4shall be submitted

to the !lient ' !onsultant :ngineer for approval before proceeding with the wor@. #he design shall ta@e

into account all the loads such as lie l+a4 4el ei-ht i8rati+, l+a4 et6. #he *d"ustable 9teel +rops

with stirrups heads shall carry vertical loads and steel pipes shall be clamped for horizontal bracings.

$O"M%O"> "E'!I"EMENTS

;ormwor@ shall conform to the shapes, lines, grades and dimensions including cambers of the concrete as

required by design.

A?le 4tr*t4 aler4 8ra6e4 tie4 4h+re4 et6. shall be used to hold the formwor@ in proper position

without any distortion whatsoever until the concrete has set sufficiently to permit removal.



14/61

;ormwor@ shall be strong enough to permit the use of immersion vibrators. ;aces coming into contact

with concrete shall be free from adhering grout, plaster, paint, pro"ecting nails, splits or other defects.

Koints shall be sufficiently tight to present loss of water, cement and fine materials from concrete.

1111

*ll new and used timber shall be maintained in a good condition with respect to shape, strength, rigidity,

water tightness, smoothness and cleanliness of surfaces.

B"ACINGS ST"!TS AND P"OPS

;ormwor@ shall be braced, strutted, propped and supported so that it shall

withstand the load of concrete, movement of men and materials.

$+r+r t+ 8ea4 a, 4la84 4hall 8e 4+ ere6te that the +r+r +, the 4ie4 + 8ea4 a,*,er the 4+it4 + 4la84 6a, 8e re+e ith+*t i4t*r8i,- the 8ea4 8+tt+4.

6ertical props shall be supported on wedges or by means of ad"ustable stirrups head whereby props can be

gently lowered vertically while stri@ing the formwor@.

$+r +*8le hi-h 4*??+rt either H ( rae@6*?l+6 4hall 8e *4e +r +*8le 4ta-i,- 4*??+rt 4hall 8e

ere6te.

SHEA" %ALL @ COL!MNS ( TIES

Tie "+4 ( threae +, 8+th 4ie4 ith 8+lt4 a, 6+,eshall be used for :Eternal 9hear wall ' !olumns

of size greater than 5?? mm and #ie 0ods threaded on both sides with pipe sleeve shall be used for

internal 9hear wall '!olumns of size greater than 5?? mm. #he 9ide of 9hear wall ' !olumn will be made

out of +lywood or 9teel +lates.

CLOSING O$ GAPS

Ma4i,- ta?e shall be used for closing tags between steel plates and +atra patti used wherever +lywood is

used.

MO!LD OIL

1111

#he faces of formwor@ coming into contact with concrete shall be cleaned and +*l +ilor other equal

and approved material applied before fiEing reinforcement and pouring concrete.



15/61

"EMO&AL O$ $O"M%O">

We shall @eep re6+r i, a re-i4terthe date upon which concrete is poured in each part of the wor@ and

the date on which the formwor@ has been removed there from.

#he formwor@ shall be struc@ only when concrete reaches the strength to withstand various loads while

stri@ing. *sper I9 code7.

9tri@ing

shall be

done slowly

with

outmost

care, to

avoid

damage to

any

pro"ectionsand without

shoc@ or

vibration.

*ny

embedded

timber shall

be removed

and made

good the

surface.

"E!SE O$

$O"M%O">

*ll formwor@ shall be thoroughly scraped, cleaned, nails removed, holes plugged, "oints eEamined and

repaired before reuse.

1111

!NNATTI CONST"!CTIONS P&T. LTD.



16/61


17/61

$ MAINTAINING CHEC>LIST "EGISTE" $O" ALL CI&IL %O">S :

) 0!! WO0J (*9O=04 WO0J - +L*9#:0$ I=#:0=*L 1 +L*9#:0 $ :B#:0=*L 3

;LOO0I=/ WO0J 5 W*#:0+0OO;I=/ C +*I=#I=/ A +L8(I=/ :L:!#0I!*L )?

DOO09' WI=DOW9

1111

'!ALITY ASS!"ANCE $IELD TEST(SIE&E ANALYSIS(SAND

9L. =O.> D*#: >



18/61

1111

'!ALITY ASS!"ANCE $IELD TEST(SIE&E ANALYSIS(AGG"EGATE

9L. =O.> D*#: >



19/61

1111

CONC"ETE PO!" CA"D

9L. =O. .................D*#: ..................... =*(: O; !89#O(:0

.............................. =*(: O; WO0J ............................... WO0J9I#: >............... /0*D: O;

!O=!0:#: ............................... LO!*#IO= O; !O=!0:#I=/ ........................... 0:;:0:=!:

D0*WI=/ ............................... WI#< 0:6. =O.7 9L8(+ !:(:=# 0*#IO .................................

I=9+:!#IO= I#:(9 ................................. *7 !:(:=# 9*=D> ! (:#*L >

/rade> ul@age> 9ize' 6olume > !ompany > 9ilt !ontent> ++!'O+!'90! > 6olume>

)7 !O$O0DI=*#:9 > 7 L:6:L > -7

9 A7 (:*980:(:=# > 7

!O6:0 #O 0:I=;O0!:(:=# >

)7 +.!.!. G8*=#I#4 > 7 0.!.!. G8*=#I#4 >

7 #I(: O; !O((:=!: :(:=# > ;0O( > > #O> >

)?7 !:(:=# !O=98(+#IO= > :stimated *ctual */9 >

!8: ID:=#I;I!*#IO= =O9. >

#:9# 0:+O0#9 0:;. > *8#


20/61

of (iEer on +latform. d !ement ag weighing facilities. e !alibration of weight balance

?N?N)? Jgs.7

3 $INE AGG"EGATE :

a !onstant source chec@ 9and Pone or ;(7 b Washing facilities c 9creening facilities d

;*) 2 ;* separated by partition or separate bins.

9 COA"SE AGG"EGATE :

1111

a !onstant source ensure no !rusher /rit 2 Dust7 b !*) 2 !* separate by partition or

separate bins.

;. SAND B!L>AGE TEST :

a 9teel (easuring oE Q;arma watertight. b Large Q). E ). m plastic sheet. c uc@et of

Water. d (easuring #ape. e 9traight edge or ruler.

=. AGG"EGATES BATCHING :

a !alibrated Weigh batcher with aggregates in bins b 6arying (easuring oEes ;armas )

=s. c (iEer lac@board.

7. MI)E":

a !lean


21/61

1111

b #hic@ness stools Qghoddas.

13 %AL>%AY TOOLS :

a Width of wal@way plan@ minimum -? mm Q. b (aEimum length .1 m QA$?.



22/61

19 &IB"ATION J?er MiKer.

a - =os. =eedle 6ibrators $ :lectric N ) +etrol. b =os. 9pare =eedles c 3 Litre tin with

petrol Qemergency. d Leveling eam. f (asons #rowel $ =os. g (asons ;loats +arts7. h

(asons Wooden ).? m long Wooden ;loat Qmothia. i 9ponge or Kute cloth to remove surplus

&leed& Water. "


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8==*##I :ngineer RRRRRRRRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRRRR

!lient' !onsultant :ngineer > RRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRRRRR

1111

CHEC> LIST $O" INTE"NAL PLASTE"

+ro"ect > RRRRRRRRRRRRRRR uilding =ame > RRRRRRRRRRRRRR Location > RRRRRRRRR

) !ompletion of concealed electrical'plumbing lines. *dequate hac@ing on all 0!! surface. -

/hadai Qcutting of bulges of 0!! Qif any. 1 Lea@ages if any Qtoilets'wc attended. 3 Window sill

completed. 5 Window plumb 2 level chec@ed. C 6ericality of window'door frames. A Watering

#arai7 is done on day before. ;iEing level pads QDhadas in plumb. )? *vailability of ;armas for

mortar miEing. )) !oncrete nails to door hold fasts on colomns side. ) ;iEing !hic@en mesh at

0!!'masonry "oins. )- *vailability of mortar trays Qoptional. )1 !hanges Q*lterations if any

completed. )3 ;an hoo@s on ceiling in position. )5 Kunctions boEed temporarily sealed. )C Whether

floor is clean before plaster.

=ame 9ignature

8==*##I :ngineer > RRRRRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRR

!lient ' !onsultant :ngineer > RRRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRRR

1111

CHEC> LIST $O" E)TE"NAL PLASTE"


14t C+at :

) !lear upto )& $ ? below +.L. including leveling the area ............................. :recting Double

9caffolding '


24/61

corners ......................................................................... *dequate RRRRRRRRRRRRRRR uilding =ame > RRRRRRRRRRRRRR Location > RRRRRRRRR

) 9urface cleaned absolutely including removal of fungus. Qif necessary with

wire brush....



25/61

!hipped off set (ortar

-


26/61

available ................. > 1 Waterproofing compound

available .......................... > 3 +rovision'+ipe of wash basin toilet

laid > ..................

=ame 9ignature 8==*##I :=//. RRRRRRRRRRRRRRRRRRRRRRR

RRRRRRRRRRRRRRRRRRRRRRRR !lient ' !onsultant :ngineer > RRRRRRRRRRRRRR

RRRRRRRRRRRRRRRRRRRRRRRR

1111

CHEC> LIST $O" TILING :+ro"ect > RRRRRRRRRRRRRRR uilding =ame > RRRRRRRRRRRRRR Location > RRRRRRRRR

) 9urface is cleaned in advance.

edding (ortar proportion 2 thic@ness as per specification.

- 0equired door shutter height is available.

1 Defective tiles removed after chec@ing 2 tiles are of correct size as required.

3 Level pads for bedding mortar.

5 (ar@ing of level lines on all walls.

C 9offit of loft in toilet is in level, if not to be corrected as instructed.

A #oilet floor as per drawing

Dado as per drawing to match !.+. ;ittings, Window cill.

)? Dado to be in perfect plumb 2 right angle.

)) #ile "oints rac@ing, cleaning 2 later filling with matching cement 2 colour and removal of eEcess

material from "oints.

) !utting done in tiles for electric 2 plumbing points to be perfect.

)- !ut pieces where required made with machine.

)1 #iling wor@ is matching in colour'design.

)3 9@irting to be in plumb and right angle and flush with wall

)5 +olishing done with proper stone Qin case of Jota ' (arble any

)C


27/61

8==*##I :=//. RRRRRRRRRRRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRRRR !lient '

!onsultant :ngineer > RRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRRRR

1111

CHEC> LIST O$ PL!MBING %O">S ( PA"T A :


) Drawing verified with site condition . Level of )s chamber to be chec@ed 2 verified - 9lope as

per Local *uthority rules available at size 1 (aterials available are as per standards 2 specifications.

3 9izes of man holes as required

CHEC> LIST $O" PL!MBING %O">S ( PA"T B

D+, tae JDrai,a-e :

) *ll shop drawings available (aterials at site as per

specifications - LIST O$ PL!MBING ( PA"T C :

G. I. L++?i,- # D+, tae :

) 9hop drawings available > a7 ;or #errace

looping b7 ;or #oilets details

(aterial as per specification

- Wall chasing to be verified for /I'!opper pipe layout inside toilets

Qconcealed

=ame 9ignature

8==*##I :=//. RRRRRRRRRRRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRRRR

!lient ' !onsultant :ngineer > RRRRRRRRRRRRRR RRRRRRRRRRRRRRRRRRRRRRRR

1111

STEEL "ECEIPT STATEMENT JMONTHLY

Date > RRRRRRRR

P"O/ECT B!ILDING ENGINEE"



28/61

DEAILS O$ "OLLING MA"GIN DONE !PTO

+ "+lli,- Mar-i, :

STATEMENT O$ "ECEIPT O$ STEEL :

S!MMA"Y :

"EMA>"S i a,2 :

!lient ' !onsultant :ngineer 8==*##I 9ite :ngineer 1?

1111

MATERIAL TESTING CEMENTI $IELD TESTS :



29/61

II LAB TESTS :



30/61

1111

CHEMICAL COMPOSITION IS 17= ( 1;



31/61

Peri44i8le liit4 +r P"OD!CT ANALYSIS

In case of deviation form the specified maE., two additional test samples shall be ta@en from the same

batch 2 sub"ected to tests in which original sample failed. 9hould both samples pass the test the batchshall be deemed to comply with I9. 9hould any one sample fail batch shall be deemed not to comply.

1111

FINE AGGRGATE

) 9IL# S I9 -A- $ )C? 9hould not be more than C$AS by vol.

;I=:=:99 (OD8L89 I9 -A- $ )C? ;( may range .5 to -.5S for concrete 8pto -S for

masonry 8pto ).5S for plaster.

- O0/*=I! I(+80I#I:9 > y visual inspection =o lumps 2 9hingles

COARSE AGGREGATE

$I)ED TESTS :



32/61



33/61

1111

LAB TESTS IS 1537 ( 10

1111

LAB TESTS IS 3105 ( 1=;



34/61

SOLID LOAD BEARING BLOCKS

!NNATTI CONST"!CTIONS P&T. LTD.

$IELD TESTS :

) 9ize !olour

ISO 001:5000

MOSAIC TILES

3 cm E 3cmE mm Q)? E )? -? cm E -? cm E 3 mm Q) E ) /rey'White.

WATER

'*alit2 : +otable water can be made use for concrete miEing. It should be clean and free from



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in"urious amounts of oils, acids, al@alies, salt 2 organic material.

0evised I9 135 $ )CA gives maE possible limits for solids.

Details of permissible limits >

O

r

g

a

nic Inorganic 9ulphate !hloride

9uspended matters. + Lays down that average crushing strength of - =os. of )3 cm concrete cube made with

water proposed to be used should not be less than ?S of average strength of - similar cubes made

with distilled water.

!NNATTI CONST"!CTIONS P&T. LTD.ISO 001:5000

S. H.E. Policy (Safety, Health &

Environment)1111

CONTENTS). !ontrol

. !o$ordination (onitoring

-. (onitoring

1. 0ecords

3. *ccident +revention, Organization and ;acilities

5. ;ire +revention

C. +ersonal +rotection



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A. :lectrical Installation

. +rotection

)?. Ladders

)). 9caffolding

).


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ensure the effective co$ordination of the wor@ on site.


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1111

SA$ETY HEALTH EN&I"ONMENT POLICY

+OLI!:/*9 !O(+*=4

:L:!#0I! !O(+*=4W*#:0 !O(+*=4

#:L:+) Is waste accumulating in hoist shafts or other hidden places U

*re separate metal waste containers supplied for each of the following, oily rags, paint rags,paint scrapings, waste flammable liquids, wood shavings and off cuts U

- Is all waste regularly cleared U

1 *re all huts safely sited U

1111SA$ETY HEALTH EN&I"ONMENT POLICY

5.3 (eans of escape

) *re all gangways, stairs and platforms free from obstructions U

Does everyone @now what do in an emergency U

5.5 ;ire ;ighting



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)

e fiEed near the top if practicable or near the bottom if notT if suspended they shall be secure,

e placed QeEcept when suspended on a firm level baseT they will not stand on loose [email protected]. bric@s



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e immediately secured, where necessary, to prevent swaying and

sagging. c ladders shall >

:Etend at least ).?3 ( above any landing place beyond the highest rung from which a personmay be wor@ing or have a nearby handhold of equivalent height.

11.0 S6a+li,- :

)).) +rovision of 9caffolds > 9caffolds will be provided for all wor@ which cannot be safety done

from the ground or any part of the building. Ladders, properly secured, can be used but only

for light wor@ which can be done with one hand.

1111


)). 9upervision and Inspection of 9caffold (aterial

9caffolds will be erected, altered or dismantled under competent supervision and byeEperienced persons. *ll scaffolding materials shall be inspected before use to chec@ that they are

suitable and sound.

)).- !onstruction and (aterial >

9ufficient sound material will be provided for a scaffold to ensure that i is strong and stable

enough. 9caffold tubes and fittings will not be bent, distorted or rusty.

)).1 Defective (aterial

9caffold tubes, couplers and fittings that are bent, distorted or rusty shall not be used. #imbers

with splits and @nots shall not be used. 0opes and lashings showing signs of chafing through wear orof being corroded shall not be used.

)).3 9tandards or 8prights, Ledgers and +utlogs

9caffold standards shall be vertical and spaced closely enough for the intended use of the

scaffold. ase plates shall be used. #imber sole plates shall also be used to distribute the load

from the standard over a wider area, as well as to offset possible local subsidence.

Ledgers shall be level and fiEed to standards with right$angle couplers. +utlogs and transoms

shall be firmly fiEed to ledgers or standards. #he flattened end of the putlog shall be pushed

firmly into the wall to provide maEimum support.

+utlogs and transoms shall be spaced according to the eEpected load and thic@ness of he

boards o be used in the platform.

1111

SA$ETY HEALTH EN&I"ONMENT POLICY)).5 9tability of 9caffolds.



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)).5.) *ll scaffolds shall be >

O= a solid, even base or suspended from a sound structure.

raced to prevent failure, and

#ied to the building or structure unless specially designed to be completely independent.

)).5. (obile 9caffolds shall >

e stable, weighted at the base, if necessary and be used only on a flat, level surface.

e strong enough

e properly secured to overhead anchorages and to the platform framee spaced so as to @eep the platform stable

e vertical, @ept taut.

=o rope other than wire rope shall be used for suspension and pac@ing will be used to preventdamage to suspension ropes or chains at any point where sharp or rough edged protrusions could

release chafing.

#he platform shall be secured to prevent swaying whilst in use.

)).5.1 !antilever, Kib, ;igure and rac@et 9caffolds

!antilever or "ib scaffolds shall be anchored to a structure which is strong enough to carry the

total load. Outriggers shall be long enough and strong enough and the scaffold shall be braced to

ensure stability. ;igure or brac@et scaffolds supported by dogs or spi@es will not be used if there is

any danger of these pulling out of the bric@wor@ or stone$wor@.

)).5.3 #he ropes, winches, bloc@s and tac@le shall be strong enough and correctly rigged. * safeanchorage for the suspension shall be provided.

1111


)).5.5 Winches or similar lifting devices will >


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by the platform or other moving parts. /ates shall be @ept closed eEcept for the movement of persons

and materials.


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)-.. :very stairway floor opening shall be guarded by a railing on all eEposed sides.

19. Ha,li,- # St+ra-e + Material4 :

)1.) !ement 9torage and 9tac@ing $ !ement shall be stored at the site in a building or a shed which is

dry, lea@ proof and as moisture $ proof as possible. !ement received in bags shall be stored in

such a way that the bags are @ept free from the possibility of any dampness or moisturecoming into contact with them.

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!ement bags shall be stac@ed off the floors on wooden plan@s in such a way as to @eep them

)3? to ?? mm clear from the floor and space of 13? mm minimum shall be left all$round

between the eEterior walls and the stac@s.

1;. $laa8le Material4 :

!ompressed gases and petroleum products shall not be stored in the same building or closed to

each other.

*ll trenches ).3 meter or more in depth shall at all times be

supplied with at least one ladder for each -? meters in length. Ladders shall be eEtended from the

bottom of the trench to at least ) meter above the surface of the ground. 9ides of trenches which are

).3 meters or more in depth shall be stepped bac@ to provide a suitable slope or securely held by

timber bracing, so as to avoid the danger of sides collapsing.

17.0 C+,6rete C+,4tr*6ti+,

)C.)


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SA$ETY HEALTH EN&I"ONMENT POLICY)C. ;ormwor@.

;ormwor@ shall be designed after ta@ing into consideration the spans, setting temperature of

concrete, dead load and wor@ing load to be supported and the safety factor for the materials used. *ll

timber shall be carefully inspected before use and members having crac@s and eEcessive @nots shall

be discarded.

#he vertical supports shall be adequately braced or otherwise secured in position so that these do not

fall when the load is released or the supports are accidentally his. #ubular steel centering shall be used

in accordance with the manufacturer&s instructions.

*ll centering shall be inspected to ensure that

;ooting or sills under every post of the centering are sound,

*ll lower ad"ustment screws or wedges are snug against the legs of the panels,

*ll upper ad"ustment screws or heads of "ac@s are in full contact with the formwor@,

+anels are plumb in both direction. *ll cross braces are in place and loc@ing devices are in closed and secure position,

In case of chha"as and balconies, the props shall be adequate to transfer the load to the

supporting point.

)C.- :rection of +refabricated (embers.

* spreader beam shall be used wherever possible so that the cable can be as perpendicular as

practical to the members being lifted. #he angle between the cable and the members to be lifted shall

not be less than 5? degrees.

(ethods of assembly and erection specified by the designer, shall be strictly adhered to at site.Immediately on erecting any unit in position, temporary connections or supports as specified shall be

provided before releasing the lifting equipment. #he permanent structural connections shall be

established at the earliest opportunity.

1111


1.0 Ma4+,r2 :

)A.) Walls

/eneral $ Depending on the type of wall to be constructed the height of construction per day

shall be restricted to ensure that the newly constructed wall does not come down due to lac@ of

strength in the lower layers.

Openings in Walls $ Whenever the ma@ing of an opening in an eEisting wall is contemplated,

adequate supports against collapse or crac@ing of the wall portion above or roof or ad"oining walls

shall be provided.



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1.0 Health Sta,ar4.

).) Drin@ing Water

In every wor@ place there shall be provided and maintained at suitable places, easily accessible

to labour, a sufficient supply of water fit for drin@ing.

Where drin@ing water is obtained from an intermittent public water supply each wor@ placed

shall provided with storage where such drin@ing water shall be stored.

). Washing ;acilities.

In every wor@ place adequate and suitable facilities for washing shall be provided and

maintained for the use of labour employed therein. 9uch facilities shall be conveniently accessible and

shall be @ept in clean and hygienic condition.

).- Latrines and 8rinals.

8==*##I shall employ an adequate number of sanitation wor@ers to @eep the site clean at all

times, from all faces, eEcreta, urine, etc. Latrines shall be provided in every wor@ place on the

following scale.

Where females are employed there shall be at least one latrine for every 3 females.

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Where males are employed there shall be at least one latrine for every 3 males.

:very latrine shall be under cover and so partitioned off as to secure privacy and shall have proper

door fastenings. #he latrines and urinals shall be adequately lighted and shall be maintained in a clean

and sanitary condition at all times.

Water shall be provided by means of a tap or otherwise so as to be conveniently accessible in or near

the latrines and urinals.

).1 +rovision of 9helter During 0est.

*t every wor@ place there shall be provided, free of cost, suitable sheds for meals and for restseparately for he use of men and wo@en labour.



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months and where labour numbering )?? or more is ordinarily employed, an adequate canteen shall

be provided by the 8==*##I for the use of such labour.

#he premises of the canteen shall be maintained in a clean and sanitary condition.

9uitable arrangement shall be made for the collection and disposal of garbage. Waste water shall becarried away in suitable covered drains and shall not be allowed to accumulate so as to cause

nuisance.

1111


1.= A,ti(Malarial Pre6a*ti+,4.

8==*##I shall, at his own eEpense, conform to all anti$malarial instructions given to him by

:ngineer including the filling up of any borrow pits which may have been dug by him.

50.0 C+,iti+,4 "elate t+ E,ir+,e,tal Pr+te6ti+,.

8==*##I shall ensure that the following measures are implemented to protect the

environment and to mitigate adverse impacts all to the satisfaction of the :ngineer.

?.) *ir +ollution

Idling of truc@ engines and other equipment shall be avoided.

*ll stationery equipment shall be located as far away as possible from the sensitive receptors

such as schools, hospitals and religious places.

*reas prone to fugitive dust emission such as eEcavation, grading sites and routes of vehicles

across areas of eEposed earth shall be sprin@led with water as often as necessary to suppress dust.



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!onstruction areas shall be enclosed wherever possible.

8==*##I shall ma@e regular arrangements for providing @erosene as @itchen fuel for use by

all the labourers employed by them for the wor@s and living in construction camps.

?. !ontrol of =oise Levels.

#he equipment and machinery to be used shall not generate at source a noise level of more

than ?d Q*.

8==*##I shall ensure, by providing temporary barriers, etc. that the noise level at nearby

schools,hospitals

and

religious places are @ept within the levels prescribed for these receptors.

1111


?.- +revention of 9oil :rosion

We shall ensure that all slopes in cut and emban@ment sections are stable. If necessarybenches, pitching etc. shall be provided.

Drainage of water from the land shall be so planned as to avoid flooding.

!utting and emban@ment wor@ shall not, as far as possible, be eEecuted immediately or during

monsoon periods.

9urplus eEcavated soil shall be dumped preferably in low$lying areas which will be away

from water bodies.

?.1 +rotection of ;lora and ;auna.

8==*##I shall be responsible and ensure that the construction wor@ers do not cut trees Qfor

use as fuel wood or for any other purpose, dig up or damage flora to be preserved or indulge

in poaching.

1111


INCIDENT LOG



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1111


INCIDENT REPORTLog =o. ..............................................................

+olice !ontacted > 4es'=o. Date '#ime................................

=ame> .................................................................................................... Log

=o.> .................................................................................................... !ontractor&s

=ame> ....................................................................................................

*ddress> ....................................................................................................

+hone > ....................................................................................................

Witness > =ame > ....................................................................................................

*ddress> ....................................................................................................

+hone> ....................................................................................................

8==*##I

:=//................ .......................................................................................... ............................................

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

Pre?are 82 :



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9ignature > ............................................... +osition...................................................

=ame> ............................................... Date > ....................................................

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ACCIDENT REPORTC+,tra6t Detail4:

Log =o. ....................................................................................................................

+ro"ect> ....................................................................................................................

!ontractor> .................................................................................................................... Date of

*ccident. .............................................. #ime>........................................... Weather>

C+,tra6t+rF4 Per4+,,el +r E*i?e,t:

=ame or in"ured employee> .......................................................... *ge>.........................

Occupation> ................................................................................ 9eE>......................... =ature of in"ury >

............................................................................................................. Degree of in"ury> ;irst *id Q

............................................................................................................ =ame of property

owner>............................................ *ddress>.......................................

=ature and eEtent of damage>. ........................................................................................

1111




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Detail4 + A66ie,t:

Description> .........................................................................................................................................

+rimary

cause>................................................................................................................. .......................................

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

Aiti+,al I,+rati+,:

Was use or lac@ of safety equipment a factor in this accident>

If so, eEplain> ..........................................................................................................................................

Was safety regulations were

breached> ..........................................................................................................................................

What corrective action has been ta@en by the !ontractor................................................

"e?+rte 82>....................................................................................................................

9ignature>..................................................... +osition>.................................................

=ame> .......................................................... Date>......................................................

1111

%EE>LY S.H.E. "EPO"T9afety ). +0OK:!# =*(: *=D *DD0:99.........................................................................

. #4+: O; 8ILDI=/ *=D 9#08!#80:>............................................................

-. =*#80: O; WO0J>...............................................................................................

1. +0OK:!# D80*#IO=>............. 9#*0# D*#:>.............. !O(+L: D*#:..........

3. I=980*=!: +OLI!4 =O. *=D D*#:>...............................................................

5. *=4 *!!ID:=# # 4:9 =O

C. I; 4:9, I=K804> (I=O0 (*KO0 D:*# ........................................................................

. 0:*9O= ;O0 *!!ID:=# >...................................................................................

)?. 0:(:DI*L *!#IO= #*J:= >..............................................................................

)). =O O; D*49 +*99:D WI# .................................................). L*9# 9*;:#4 (::#I=/ ...................................................................

)-. ! +lease tic@ relevant oE7

* 9*;:#4 4:9 =O 9*;:#4 :L#9 89:D > 4:9 =O ! 9*;:#4

9 4:9 =O D 9*;:#4 4:9 =O : 9*;:#4 /O//L:9



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89:D > 4:9 =O ; 9*;:#4 =:#9 +0O6ID:D > 4:9 =O / ;I09# *ID OB *# 9I#: > 4:9 =O

< !O((8=I!*#IO= #:L. K::+ :#!.7 > 4:9 =O I *00I!*D: D80I=/ :B!*6*#O= >

4:9 =O K *LL !8# O8# !LO9:D > 4:9 =O J !*8#IO= 9I/= =:*0 WO0J +L*!: > 4:9

=O L ;I0: :B#I=/8I9 4:9 =O ( 4:9

=O = *D:G8*#: LI/ 4:9 =O O 9*=I#*#IO= $ L*O80

!*(+ *=D 9I#: > 4:9 =O + +:0(I# #O WO0J $ 0:/I9#:0 (*I=#*I=:D > 4:9 =O G

0:/8L*0 9*;:#4 I=9#08!#IO= /I6:= > 4:9 =O

0:(*0J> ................................................................................................................. ...............................

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

SA$ETY O$$ICE" P"O/ECT(IN(CHA"GE CLIENT@CONS!LTANT

=*(:, 9I/=*#80: =*(:, 9I/=*#80: =*(:, 9I/=*#8:

1111


DATE : WEEK NO.:

CHECK LIST FOR MONITORING SAFETY CODE AT SITE PROECT NAME:



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MONTHLY PROGRESS REPORT

SUBMISSION TO CLIENT/

CONSULTANT1111

PO!E"" EPOT NO. DATE :

MONTHLY PROGRESS REPORT

CONSTRUCTION OF P!"#"$%

AT

CLIENT : ......................................................................................................................

CONSULTANT ............................................................................................................

1111

WORKSITE : ......................................................................................................



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1111

%O">SITE : ................................................................................................................ SITE E&ENT



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1111

%O">SITE :................................................................................................................. MATE"IAL

STAT!S "EPO"T

1111



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LIST O$ D"A%INGS $O" %O">SITE:...............................................................................................................

1111%O">SITE : ....................................................................................................

MONTHLY PROGRESS REPORT AS ON



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1111

E'!IPMENTS DEPLOYED AT SITE



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1111

%O">SITE ......................................................................................................

Density (aEimum Dry Density7

SA$ETY

)


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wor@s at higher levels 1 ;irst *id oE provision is @ept.

1111

Li4t + Drai,-4 re*ire

A A"CHITECT!"AL

B ST"!CT!"AL

C MISC D"A%INGS

1111

WO0J 9I#: ....................................................................... D*#:>..........................

DAILY SITE "EPO"T A Material

Stat*4 :

B Ma, P+er Stat*4 :



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C %+r Stat*4 re?+rt a4 +, ate :

D Criti6al Ite :


List of Projects completed

.) #hermaE, 2 < Division, !hinchwad at +une.

. #hermaE, WW9 Division, hosari at +une.

.- ;ermenta io #ech Limited, #a@oli at (andi


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.1 International io$#ech +ar@

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