
2/20

This is to certify that the report entitled RUDRANEE

INFRASTRUCTURE LTD. which is being submitted here with for the partial

fulfillment of B.E in Civil Engineering.of Swami Ramanand Teerth Marathwada

University, Nanded. This is the result of the Field training by Mr.Deepak

Khuhalra! Nen"a#a$e under my supervision and guidance. The wor embodied in

this report has not formed earlier for the basis of the award of any degree or

compatible certificate or similar title of this for any other diploma or university to the

best nowledge and belief.

Mr. Rahul R. Shar%a &r!'. DR. D. (. &a""e)ar

In *harge +ea, !' Depar"%en"

Fiel, Training Depar"%en" !' *ivil Engineering

Dire*"!r

Dr. Mr. -.S. La"hkar

M.-.M C!llege !' Engineering/

Nan,e,.

!"#N$%&'()'M'NT


3/20

* tae opportunity to e+press our gratitude towards Mr.Rahul R. Sharma

&ecturer (ept. of "ivil 'ngineering)for this constant encouragement

and guidance. -e was constant source of motivation and inspiration.

%ithout his efforts the seminar could not have taen final phase.

* would also lie to than Mr.D.(.&a""e)ar -.$.(.(epartment of

"ivil 'ngineering for his cordial support and finally to all those

respondent who has co/operated and provided valuable information to

complete this seminar report.

!t last * would lie to e+pand to our gratitude to all my friend, who have e+tended the

support and helped me to complete seminar report.

Mr.(eepa #hushalrao Nentaba0e

1.'."*2*&

R$&& N$345


4/20

INTR0DUCTI0N

L0CATI0N12

Shree )uru )obind Singh0i *nstitute of 'ngineering 6Technology at

2ishnupuri, Nanded.

The ,e"ail !' !ur pr!$e*" are a '!ll!)1

3. 0)ner 1 2 S--S IE4T.

5. &r!$e*" Engineer 1 2 Mr. San"!h R. Sherikar.

6. Si"e engineer 1 2 Mr. Kapil S!nule

7. Ar*hi"e*" 1 2 Ch!ugule San" 4 A!*ia"e Ar*hi"e*" 4 &lanner

8. S"eel Deigner 1 2 Mr. Danan$a9 +ir)e/ &une.


5/20

C+A&TER 5

-ENERAL RE&0RT

The site located in S.).).S.*.'.6T, 2isnupuri, Nanded. The owner of the site

is S.).).S.*.'.6T. and the name of his construction company is RUDRANEE

INFRASTRUCTER LTD.The site consists of the construction of (epartmental

building. The total si7e of the land is 58m94:m. *t is a );< Framed Structure. The

estimated cost of the construction is =.4 crores. The layout of the site is given below.

The purpose of the wor is to construct the departmental building. Future planning of

the college is also one of the factors considered. The soil available here is a 1lac

cotton Soil.

Some general information related to structure is given below.

Measurements of building are taen.

-t. from )& to plinth>?.@m

Alinth to sill level>?m

Sill to bottom of beam>8.5m

(etail of opening

(oor

(>


6/20

C+A&TER 6

:0RK SE;UENCE

The seDuence wor is as follows3

3. Shu""ering an, pla*ing !' Rein'!r*e%en".

5. Sla#/ S"air*ae/ Bea% 4 R.C.C. &ar,i *a"ing.

6. B.B.M.

7. &la"ering.

8. :a"er &r!!'ing.

. &ri%er 4 &ain".


7/20

C+A&TER 7

&R0?ECT INF0RMATI0N

7.3 C0NSTRUCTI0N T00LS

3. Ir!n pan1

*t is used for manual transportation of concrete, sand, cement mortar etc. in

small Duantity

5. Tr!)el1

*t is used for placing mortar where irregularities are observed on the concrete

surface for giving finishing and also used for masonry and plastering.

6. Sh!vel1

*t is used for gathering concrete, sand, mortar, e+cavation material and placing

them in iron pans.

7. Sa)1

*t is used to cut timber, plywood etc.

8. Tri2@uare1

*t is a right angle made of steel of this is used to chec the right angle of

shuttering wor, plastering etc.


8/20

. +a%%er1

*t is used for in0ecting the nail on the nails on the form wor with the impact on

nails.

3. S"ring1

*t is thin Nylon string used in the fi+ing and checing the alignment of any ind

of shuttering masonry and plastering wor.

33. +!!k1

*t is used for typing the reinforcement tube of internal diameter Bmm and

length as reDuired are used to be training that no air is trapped inside.

35. Level "u#e1

The thin transparent tube of internal diameter Bmm and length as reDuired are

used to be taing that no air is trapped inside.


9/20

7.5 C0NSTRUCTI0N E;UI&MENTS

The different eDuipment used at out site is as follows3

3. (i#ra"!r

5. Tr!lle96. Mier

7. Bar Cu""er

3. (IBRAT0R1

Needle vibrators are used to compact and ensure the perfect bone of concert

and steel. *t consist of an electric motor having vibrating conductor cable and

vibrating elements attached with long still needle of dia. $f various si7es

depending upon the concrete member these vibrators are portable and can be

shifted from one place to another. &ength of cable is usually about C to ?8 mand speed of motor is about ?:88 rpm. The si7e of needle used at out site is of

58 mm diameter for footings and @8 mm diameter for, slabs, beams and

columns.

5. TR0LLE1

*t is used for transporting concrete of other materials from lifts to the placing

point over the vertical distances. !lso the trolley is used for hori7ontal

transportation with the help of rails.

6. MIER1

A Til"ing "9pe3 *t has a conical drum which resolves about an inclined a+is of

B8 with the hori7ontal. The drum can be brought into different position for

mi+ing and discharging. *n small mi+ers the material are charge directly and in

mi+ers of large capacity for loading sip are used. 1lades are fi+ed in the

internal surface of the rotating drum, which does the mi+ing, the mi+ed

concrete discharged on iron sheet.

B N!n "il"ing "9pe1*t is also nown as rotary type mi+er. *t has a cylindrical

drum revolving with hori7ontal a+is. *t has opening on both sides, one for

charging 6 other for discharging. For charging loading sip is used which is

fi+ed with help of wire ropes.

7. BAR CUTTER

*t is used to cut the reinforcement. The conventional methods are very tedious,

reDuires more time and more efforts. So now a days bar cutters are mostly

used on construction sites.

7.6 C0NSTRUCTI0N MATERIALS


10/20

INTR0DUCTI0N1

'ngineering structure are composed of materials are called as construction

material. "ement, !ggregate, Steel and %ater are the basic construction materials. *n

order to improve Duality and life of structure, it is necessary to study the materials at

site.

3. Ce%en"1

"ementing materials are being used since the period when man started

construction activities. "ementing means any substances, which acts as binding agent

for different materials. B4 grade ordinary Aortland cement was used on the site.

5. Fine Aggrega"e1

The aggregate passing through @.CBmm *.S. sieve is termed as Efine aggregate

Natural sand is the fine aggregate chiefly used in concrete mi+ may be obtained from

river, lae or pit. Sand when used in a concrete mi+ture, it should be properly washed

and tested to as certain that it is free from clay silt and other organic matter. Sea sand

is not directly used in its natural state for R.".". wor. The salt present is water sand

is liable to attac the steel reinforcement.

6. C!are Aggrega"e1

The aggregate which retain at @.CB mm *.S. sieve is termed as E"oarse

aggregate. The ma+imum si7e of coarse aggregate for mass concrete is


11/20

8. Bri*k1

1ric masonry is made of brics bond together with mortar.

1rics use on site3 burned brics

Type of bond3 Flemish bond

%all thicness3


12/20

Form wor is defined on the comple+ system of temporary structure built to

contain fresh concrete. So as to form a homogenous mass of concrete at reDuired

shape and dimensions and for support until it get hardened. *t is used for construction

of beams, columns.

Ma"erial '!r '!r% )!rk1

Material to be used for form wor should be cheap stronger and easy to wor

timber is the most commonly used material. Timber to be used should be soft wood

free from nots and other defects should have concrete gains.

Timber shuttering panels are assembled at site and these shows greater

strength. These days for large wor, steel form on also intensively used. The whole

formwor must be stable and the individual parts must be connected in such a mannerthat the 0oints are safe.

De2hu""ering !' '!r% )!rk1

i. 1eam side ? day

ii. 1eam bottom

a Spanning up to 4m C day

b Spanning over 4 to @.Bm ?@ day

c Spanning over @.B to 5m and above


13/20

%hen we went to site for the field training all the shuttering as a mould

for slab and beam was done and placing of reinforcement was in progress for

the slab of second floor.

The thicness of slab is ?@8 mm. The slab is one way type. The main

reinforcement provided is of ?< mm dia. G ?


14/20

6. B.B.M.

Similarly on the other side on the same floor the bric wor is going on.

The Flemish bond is used on the site. The bonding is done by using cement

mortar having proportion of ?35. The si7e of the wall depends upon the

position of the wall. %all thicness at the site is


15/20

8. :a"er &r!!'ing.

The water proofing has been done in sanitary units for second floor. *t is

mainly done to avoid the entry of water in the floor. *t is done in two layers.

First of all the floor is cleaned. Then a layer of cement mortar having

proportion of ?3@ of with ? g of water proofing compound per cement bag


16/20

The flooring wor of half portion of first floor was started on which all

other wors lie plastering etc has been done.

The flooring is done by using the 2itrified tiles having si7e 8.5m98.5m. First

of all the residue of sand after sieve is placed. Then the layer of cement mortar

of ratio ?3@ is laid down. The slope is maintained by using the level. The

0oints are also filled with neat cement slurry mi+ed with pigment to match the

colour of the tiles. Sirting is also done using same tiles.

=. Birla :all Care &u""9.

$n the first floor the flooring wor is completed and wor of placing 1irla

%all "are Autty was going to start

1irla %all "are Autty of


17/20

>. &ri%er 4 &ain".

The painting is done in three coats. First coat is of primer. Then after sometime the second and third layer of plastic emulsion paint is laid over the

primer.

7.< CURIN-

INTR0DUCTI0N1

*t is process of maintaining the internal moisture in concrete to that completehydration of the cement can tae place. "oncrete derives its strength from the

hydration of cement particles. The hydration of cement is not momentary action but a

process continued for long time. The rate of hydration is fast in short but decrease as

the time passes. The Duantity of the product of hydration and amount of gel formed

depends upon the e+tent of hydration.

*n the field a higher water cement ratio is used because water used in the

concrete evaporates to the atmosphere. *f the hydration is continued unstopped, e+tra

water must be added to replenish the loss of water on account of evaporation.

Therefore curing cab be defined as a process of eeping the concrete must and warmenough so the hydration of cement can continue.

0B?ECTI(ES 0F CURIN-

?. To maintain sufficient moisture content in the concrete for complete hydration of

cement.


18/20

Me"h!, !' *uring1

Spraying and covering surface with wet gunny bags. These methods are

suitable for curing of the vertical surfaces lie column. The vertical surface is

covered with gunny bags and is ept wet by sprinling water.

CURIN- &ERI0D1

&ARTICULARS CURIN- TIME

A"" 8< (ays

Footing 8C (ays

Alinth 1eam 8@ (ays

C+A&TER N0. 8

RATE ANALSIS

MATERIAL RATE1

"ement3 4?8rsH/per bag

Fine aggregate3 ?C88rsH/per brass

"oarse aggregate3 ?:88rsH/per brass

1rics3 @888rsH/per ?888nos

LAB0UR C+AR-ES1

"arpenter 3 @88rsH/per day

-elper 3


19/20

C+A&TER

Documents

Report OF THE FIELD TRAINING OF A CONSTRUCTION SITE