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GEOINFORMATICS LAB

1. Demonstration and working on electronics total survey station2. To layout a precise traverse in a given area and to compute the adjusted coordinates of survey

stations.Electronic Total StationLeast Count 1 accuracy up to 2!

" #s. 2!$2!%%%&' each (#upees Two Lac )ifty two thousand only*

+. Demonstration and working with pocket& ,irror stereoscope! paralla- ar and aerial photographsMirror Stereoscope/tandard with inoculars case

" #s. 2$!0%%&' each (#upees Twenty five thousand si- hundred only*

Parallax Bar/tandard for use with stereoscope

" #s. 0!%%&' each (#upees /i- thousand seven hundred only*

Aerial Photographs" #s. %%&' each pair

(#upees 3ine hundred only*

4. 5isual interpretation using 6#/ false colour composite No Qotation

$. Demonstration and practice work with hand held 78/Glo!al Positioning S"ste# $GPS%9and 9eld 7armin (:/; ,ake*

" #s. 2$!0%%&' each (#upees Twenty five thousand si- hundred only*

0. ;ney Level (22$mm* " #s. $%&' each

. ;rrow " #s. 2%&' each

14. 7hat Tracer " #s. 2!%%&' each

1$. 9and Level " #s. +%%&' each

10. 6>8 Level with stand " #s. !

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1. Leveling /taff4m (+ fold* " #s. 1!+%%&' each$m " #s. 1!$%%&' each

1ffset rod2m " #s. +1%&' each+m " #s. +%&' each

2+. >ptical /?uare " #s. 4

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+0. /urvey Compass with folding stand " #s. 2!0%%&' each

+. /urvey /ignals " #s. $$%&' each

+

44. Aooden pegs " #s. %&' each

4$. Blectronic Theodolite " #s.

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STR&CT&RAL ANAL'SIS

1. To 5erify ,a-wells #eciprocal Theorem.Apparats (or )eri(ication o( Cler*+s Max,ell Reciprocal Theore#

;pparatus consists of a eam 1%%cm long and 1.2$cm - 4mm in cross section with graduationsat every 1%cm along the length. 6t is supported on two knife edge supports %cm apart with a+%cm overhang on one side. #eciprocal theorem can e verified y direct measurements of thedeflections of various points with the help of a dial gauge due to a load placed at the reciprocalpoints. ; dial gauge with 2$mm travel (with a magnetic ase* is supplied with the apparatus.

;pparatus is supplied complete with a supporting stand and a set of weights." #s. 10!0%%&' each

(#upees /i-teen thousand si- hundred only*

2. To find hori@ontal thrust in a three hinged arch and to draw influence line diagrams for hori@ontalthrust and ending moment.Three -inge. Arch ApparatsThe model has a span of 1%%cm and rise 2$cm! with hinges at supports and crown. >ne of theends rests on rollers. ;long the hori@ontal span of the arch various points are marked ate?uidistant for the application of load. This eing a statically determinate structure! the hori@ontalthrust developed under the action of any load system can e theoretically calculated and will alsoe measured directly y neutrali@ing the outward movement of the roller end. ;pparatus issupplied complete with a supporting stand and a set of weights.

" #s. +1!$%%&' each (#upees Thirty one thousand five hundred only*

+. To find deflection of curved memerCr/e. Me#!er Apparats

;pparatus consists of a steel ar which is used to make the different curved memers 5i@. circle!semicircle with straight arm! a ?uadrant of a circle and ?uadrant of a circle with straight arm. Theottom ends of the memers are fi-ed to the ase. :nder the application of load at free end! itshori@ontal and vertical deflection is measured with the help of dial gauges. ; dial gauge with2$mm travel (with a magnetic ase* is supplied with the apparatus. ;pparatus is suppliedcomplete with a supporting stand and a set of weights.

" #s. 2+!$%%&' each (#upees Twenty three thousand five hundred only*

4. To find ar forces in a three memer structural frames with pin jointed ar.Re.n.ant 0oint Apparats

;pparatus consists of three suspension memers (spring alances* of different stiffness whichare jointed at a point to form the redundant joint. The upper end of the suspension memerseing tied in a position to a vertical wooden oard. ;rrangement is provided to apply a verticalload at the joint and to measure its hori@ontal and vertical displacement on a paper and alsoelongations and forces in the suspension memers y the help of dial gauges. Two dial gaugeswith 2$mm travel (with magnetic ases* are supplied with the apparatus. ;pparatus is suppliedcomplete with a supporting stand and a set of weights.

" #s. 24!%%&' each (#upees Twenty four thousand seven hundred only*

$. To find critical load in struts with different end conditions.

Beha/ior o( Col#n an. Strts Apparats;pparatus consists of four spring steel columns which are put along a vertical wooden oard.These four columns have different end conditions as elow

1. =oth ends pinned 2. =oth ends fi-ed +. >ne end pinned and other fi-ed 4. >ne end fi-ed and other end free ;pparatus is supplied complete with a supporting stand and a set of weights.

" #s. 11!$%%&' each

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(#upees Bleven thousand five hundred only*>8T6>3;L ;CB//>#EDigital Aeighing =alance! 0 kg capacity

" #s !4%%&' each (#upees 3ine thousand four hundred only*

0. To find deflection in eam having unsymmetrical ending.&ns"##etrical Ben.ing Apparats

;pparatus consists of an angle of si@e 1F - 1F - 1&8T6>3;L ;CB//>#E Dial gauge of 2$ mm travel with magnetic ase

" #s. 2!%%&' each (#upees Two thousand nine hundred only*

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B&IL1ING MATERIAL LAB

I2 CEMENT

1. 3ormal consistency of cement2. 6nitial final setting time of cement

)icat Apparats" #s.2!0%%&' each

(#upees Two thousand si- hundred only*

+. Compressive strength of Cement(a* )i!rating Machinefor Cement Cue! .%0 cm si@e

" #s.24!%%&' each (#upees Twenty four thousand seven hundred only*

(* C!e Mol.! .%0 cm si@e

" #s.0$%&' each (#upees /i- hundred fifty only*

(c* Co#pression Testing Machine 1%% Tons cap! 9and >perated.

" #s.+

4. )ineness of Cement y ;ir 8ermeaility and Le'Chatelier ;pparatusBlain Air Per#ea!ilit" Apparats

" #s.2! 0%%&' each (#upees Two thousand si- hundred only*

$. /oundness of cementLe3 Chatelier Apparats

" #s.$%%&' each

(#upees )ive hundred only*

0. Tensile /trengthBri4ette Testing MachineAith ri?uette mould

" #s.44!$%%&' each (#upees )orty four thousand five hundred only*

II2 COARSE AGGREGATE1. Crushing value of aggregate

Aggregate Crshing Test Apparats" #s.0! %%&' each

(#upees /i- thousand seven hundred only*

2. 6mpact value of aggregateAggregate I#pact Testing Machine

" #s.

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(#upees 3ine thousand one hundred only*

(* 5ire Bas*et" #s.1!

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" #s 4!%%%&' each (#upees 3inety four thousand only*

). 8hysical and ,ech properties of reinforcing steel3o Guotation

)I Bric*s

1. Aater asorption2. Dimension Tolerance+. Compressive strength4. Bfflorescence

NOTE: Besi.e a!o/e apparats 4ote. a!o/e (or rnning the la!2 $For Bric*s also% "o re4ire(ollo,ing accessories (or carr"ing ot the actal test in the la!2

1. Trowel " #s. 0$%&' each

2. ,easuring Har(a* 1%% ml cap. " #s. 10%&' each(* 2%% ml cap. " #s. +%%&' each(c* 1%%% ml cap. " #s. 4%%&' each

+. /top Aatch

(a* Blectronic " #s. $%&' each(* ,echanical " #s. 1!4%%&' each

4. #ice 8late(a* 1% dia " #s. +$%&' each(* 12 - 1

12. Cue ,ould! 1$ - 1$ cm si@e " #s. %%&' each

-'1RA&LICS LABTILTING FL&ME; A10&STABLE C-ANNELComplete as per enclosed specifications

" #s. 1!+%!%%%&' each

(#upees >ne Lac thirty thousand only*

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Featres:

I /elf contained water circulation unit. I 8ump giving ade?uate flow for meaningful e-periments. I /ervice #e?uired Blectrical supply ' /ingle 8hase! 2.% 9.8. Cap

I Comprehensive 6nstruction ,anual covers e-periment presented in the form of a full laoratoryreport.

1escription:

;pparatus consists of a close circuit through which water is circulated continuously y means of acentrifugal pump of $%mm - $%mm with 2.% 9.8. motor to make the supply from sump tank.

; sump tank of suitale capacity faricated on /./. sheet is provided. ; drain valve of 1$mmsi@e is provided in the ottom of the tank.

The set up consists of a tilting flume 2$cm wide! +%cm deep and with a staili@ing tank. The totallength of flume is aout 4.%m. )or visual oservation of flow pattern along the flume section! othsides of flume are provided with transparent perspe- sheet aout 1.< m long. The upstream anddownstream sections are provided with adjustale gates with rack and pinion arrangement. 6n aportion of flume one can fi- model of road crested weir made of /./. sheet. ; current meter isalso provided to measure velocity distriution in channel.

The channel is provided with pipe railing in full length etween the gates* for the movement ofpointer gauge trolley. ; pointer gauge +%cm long is provided to measure the head of water overthe model. The channel is having screw jack operated to give slope of 2J in upstream anddownstream sides.

Discharge of water can e collected y the help of a calirated >rificemeter which is connectedwith two pressure gauges.

3ecessary 7.6. piping system fle-ile pipe of suitale si@e! necessary fitting and control valveare provided with the apparatus.

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SOIL MEC-ANICS

1. /ieve ;nalysis1R' SIE)E ANAL'SIS/ieve /et of 7.6. of +% cm dia of /i@e 1%%! 8T6>3;L ;CB//>#E

/ieve shaker 2%cm cum +%cm (9and operated*" #s.

(#upees Bight thousand five hundred only*

2. 9ydrometer ;nalysis/oil 9ydrometer

" #s.1!

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. 6n /itu Density K Core cutter /tand #eplacement

(a* Core cutter with dolly rammer" #s.2! 4%%;3each

(#upees Two thousand four hundred only*

(* /and pouring cylinder complete set(a* 1%%mm si@e

" #s.2!4%%;3each (#upees Two thousand four hundred only*

(* 1$% mm si@e " #s.$!1%%;3each

(#upees )ive thousand one hundred only*

(#upees >ne Lac )orty eight thousand five hundred only*

12. /tandard & Dynamic Cone 8enetration Test (complete* " #s.4!%%%&' each

(#upees /eventy four thousand only*

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TRANSPORTATION ENGINEERING LAB1. Crushing 5alue Test of ;ggregate

Aggregate Crshing Test Apparats" #s.


+. Los';ngles ;rasion 5alue of ;ggregatesLos Angeles A!rasion Testing Machine

" #s. 0!%%%&' each(#upees /i-ty /even thousand only*

4. /hape Test ()lakiness inde-! Blongation 6nde-* of ;ggregateThic*ness Gage 8 Length Gage

" #s. 1!%%%&' each set(#upees >ne thousand only*

$. Penetration Testof =ituminous /ample" #s.


. Stripping Testof =ituminous /ample" #s. 24!%%&' each

(#upees Twenty four thousand seven hundred only*


1%. Classified oth directional Traffic 5olume /tudy No Qotation11. Traffic /peed /tudy (using #adar /peedometer or Bnoscope* No Qotation

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EN)IRONMENTAL ENGINEERING LAB

1. Determination of Turidity! Colour! conductivity(a* 1igital Tr!i.it" Meter

#ange up to 1%%% 3T:" #s 1$!%%&' each

(#upees )ifteen thousand seven hundred only*

(* 1igital Con.cti/it" Meter" #s 1$!%%&' each

(#upees )ifteen thousand seven hundred only*

2. Determination of p9! alkalinity! acidity1igital p- Meter

" #s 11!

(#upees Bight thousand one hundred only*

(c* 1essicator" #s 2!%%&' each

(#upees Two thousand nine hundred only*

(d* 1igital 5eighing Balance! 1 kg capacity" #s. ne hundred fifty only*

. Determination of =>DBO1 Inc!ator#ange $oC to $%oC! /i@e 4Cuuc )eet

" #s 04!+%%&' each (#upees /i-ty four thousand three hundred only*

1%. Determination of C>D

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CO1 o( 5aste 5ater Sa#ple ApparatsAith the help of %0 heating mantle type /o-hlet apparatus! with clamps! ruer pipe and glassetc.

" #s 1

ctroi charges&e-emption certificate will e orne& providedy the purchaser.

62 #oad 8ermit will e provided y the purchaser.=2 C/T& 5;T will e charged e-tra " $ J as applicale.?2 8ayment $%J advance along with order and rest against delivery.@2 #ates are valid up to +%.%4.2%14.2 The ?uoted item has a guarantee of one year against any manufacturing defect.

Ae hope that you will find our offer ?uite in order and within your re?uirements.6f you re?uire any further clarification! please write to us a line.

Thanking you! Eours faithfully!

For ENGINEERING MO1ELS 8 EQ&IPMENT

(Proprietor)

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