(“group d”) detailed tender notice no. dte/pur/14/ … bee consistometer as per is 119...
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
1. Electronics and Instrumentation Lab.
S.
NO.
NAME OF ARTICLE WITH
SPECIFICATION
Quantity required for Unit cost to be
quoted G P
Budgam
G P
Ganderbal
G P
Kulgam
G P
Anantnag
G P
Kishtwar
G P
Udhampur
G P
Doda
G P
Samba
1. Fully Automatic Compression Testing Machine 2000 KN capacity, fully Automatic
Electrically
Operated for testing specimens of concrete cubes & cylinders, cold crushing strength of refractory and other materials. The machine should consist of loading unit,- pumping unit, calibrated gauges, Computer System with software and should confirm to IS 14858.
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2. Vee Bee Consistometer As per IS 119 consisting or vibrating table 380mm long and 260mm wide. Resting upon elastic support at a height of about 305mm above the floor Complete with start/stop switch, cord and plug. A holder is fixed to the base into which a swivel arm is telescoped with funnel and guide sleeve. The swivel arm is also detachable from the vibrating table. A graduated rod is fixed on a swivel arm and at its end a plastic
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
disc is screwed. The divisions of scale on the rod record the slump of the rod record the slump of the concrete in millimeters. Supplied complete with a sheet metal container with lifting handles which can easily be fixed to the vibrating table. A slump cone open at both ends with lifting handles and a tamping rod of size 16mm dia and 600mm long rounded at one end.
3. Blaine’s Air Permeability Apparatus Consisting of permeability cell, U tube manometer mounted on a Stand with a stop cock, perforated disk, p1unger rubber stopper, rubber tube 30 cm long, packet of filter paper discs, and a bottle of 100 cc dibutyiphthalate liquid confirming to IS 403, 5516, 1727 and 4028.
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4. Curing Tank Temperature Range — 50 C to 1000 C.
The tank should accommodate 150
mm/70.6 mm cubes upto 36 / 72 cubes
and fully insulated covered with a
hinged lid, heater, and thermostat and
recirculation pump. Provision of two
removable racks with free circulation
of water around each cube, pump,
drain valve etc. complete
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5. Los Angeles Abrasion Testing machine Consisting of hollow cylinder mounted
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
on a sturdy frame on ball bearings. A detachable shelf which extends throughout the inside length of the drum, catches the abrasive charge and does not allow it to fall on the cover. The drum is rotated at a speed of 30-33 rpm by an electric motor through a heavy duty reduction gear with a tray provided for sample collection etc complete
6. Cement Motar Cubes 70.6 mm cube
confirming to IS 10080
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7. Flexure Strength Testing Machine.
Consisting of light weight rugged high
strength frame, double action
hydraulic pump, self aligning roller
assembly and hydraulic jack provided
with retraction spring.
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8. Density Basket
Ruggedly constructed from galvanized
wire mesh,20cm dia x 20cm high
(approx)
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9. Cylindrical Metal Measure
Consisting of one each of the following
measures: 3litres, 5litres and 30litres. A
tamping rod of 16mm dia x 60cm long
should also be provided.
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
10. I.S. Sieves 20 cm diameter brass
Aperture size 4.75 mm,2.36 mm,1.18
mm,600micron,300 micron,150 micron
and 75 micron as per IS 460
03 Sets 03 Sets 03 Sets 03 Sets 03 Sets 03 Sets 03 Sets 03 Sets
11. California Bearing Ration Test
Apparatus
Electrically operated of motorized load
frame, capacity 5000kg, Mould,
perforated base plate, Penetration
piston, extension collar, metal space
disc, annular metal weight, slotted
metal weight, proving ring, dial gauges,
tripod stand, cutting collar, rammer 2.6
kg weight with drop of 310mm,rammer
4.89 kg weight with drop of 450mm etc
complete as per IS 2720(XVI)
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12. Core Cutter
Consisting of cylindrical core cutter 100
mm dia and 130 mm long, steel dolly
25 mm high, rammer with steel rod etc
complete as per IS 2720(XXIX)
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13. Universal Automatic Rammer
Electrically operated motor driven
mechanical compactor used for
compaction of soil in 100 mm and 150
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
mm dia moulds. Rammer - Circular
faced, 50 mm dia adjustable to 2.6 kg
or 4.9 kg weight, drop adjustable to
310 mm -450 mm
14. Proctor Penetrometer
Consisting of a body housing a spring a
plunger calibrated to read 0-40 kg X 1
Kg and a handle Two stems are
provided, a
Larger stem and a shorter stem both
graduated at 12.5 mm intervals, to
indicate the depth of penetration.
Needle point set comprising of each of
0.25,0.5,1,1.5,2,3.5 cross sectional area
and 6 cm and a Tommy Pin Complete.
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15. Laboratory Vane Shear Apparatus
Consisting of a torque head, adjustable
in height by means of a lead screw
rotated by a drive wheel to enable the
vane to be lowered into the specimen.
Rotation of the vane is by means of an
electric motor which operates a worm
gear arrangement turning the upper
end of a calibrated torsion spring. The
vane shaft is attached through the
hollow upper shaft to a resettable
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
pointer which indicates the angle of
torque on a dial graduated in degrees.
The rate of rotation should be 1/60
rpm. The equipment should consists of
one container and set of 4 springs,
(one each of capacity 2kg-cm, 4kg-
cm,6kg-cm and 8kg-cm)
16. Field Vane Shear Apparatus
The equipment should consists of
Torque Applicator Assembly complete
with stand having a capacity 2000kg-
cm , vane(with vane rod) 37.5mm dia
x 75mm high, vane (with vane rod)
50mm dia x 100mm high, torque rod
(square cross section) 60cm long, rods
(quick coupling type) 1m long, rods
(quick coupling type) 0.5m long and a
dummy rod
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17. Digital Platform Balance Capacity 50 Kg 01 01 01 01 01 01 01 01
18. Hand Operated Extractor
The equipment should consists of
sample extractor frame of screw type
with a wire sample trimmer, jarring link
for driving the sample tube of 38mm
dia, adapter with locking screw for
fitting the 38mm dia sampling tube to
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
jarring link, split mould 38mm x 88mm
long provided with quick releasing
clamps, split mould 38mm x 76mm
long and 1 pair sampling tube
unrelieved 38mm dia x 200mm long.
19. Sample Ejector
The equipment should consists of
adapter rings and ejector discs fior
38,50,75,100 and 150mm dia sampling
tubes and moulds and sampling tube
unrelieved 38mm dia x 200mm long.
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20. Infra –Red Moisture Meter
The equipment should consists of
heating element, thermometer (L
shaped) and bulb. The capacity and
sensitively should be 10g approx and
5mg approx respectively. The range of
the stuff gauge should lie in 0 - 1g. the
reading accuracy should be +/- 0.20%.
The range of thermoregulation should
be 75 - 160C. The diameter of scale
pan should be 100mm.
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21. Stripping value Apparatus
Consisting of a circular tray rotating in
a vertical plane at a rate of
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
approximately 100rpm by an electric
geared motor, four bottles mounted on
circular tray, time switch etc complete
22. Flash Point and fire Point Apparatus
Consisting of Flash cup brass with a
insulated handle power supply,
thermometer etc complete as per IS
1448(Part69)
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23. Standard Tar Viscometer
Consisting of a chrome plated copper
bath, with a drain valve and a central
tube to receive the test cup and to
position the stirrer, and is mounted on
a stand with leveling feet. Stirrer has a
curved shield and is provided with an
insulated handle, thermometer socket
and a swivel support for the valve.
Supplied complete with 10 mm cup
and ball valve
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24. Say Bolt Viscometer
It should comprises one each of
cylindrical oil cup, universal tip, furol
tip, bath fitted with immersion heater
mounted on a stand, dimmer stat for
temperature control, stirrer with
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
shield. Apparatus is supplied complete
with insulated handle and
thermometer support, receiving flask,
withdrawal tube,
filter funnel, thermometer support for
cup and circular spirit level.
25. Marshall Apparatus
The Equipment should consists of
Marshall load Frame Cap 50 KN having
speed 50.8 mm/min, Breaking head
stability mould, steel cylindrical
compaction mould, base plate,
extension collar, manually operating
compaction pedestal comprising of a
steel plate capped on a wooden post ,
mould clamp should be fitted to the
top of the plate, compaction hammer
for use with compaction pedestal and
mould having weight 4.5 kg with a free
fall of 457 mm, load transfer bar,
sample ejector for 4 inches dia sample,
dial gauge 25 mm travel having 0.01
mm least count and proving ring with
capacity 25 KN(2500 kgf)
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26. Hot Plate
Rectangular with energy regulator
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
300x450x180mm, 2.0 Kw.
27. Mastic Asphalt Taster
The equipment should consists of
water bath 440x350x180mm, mould
150mm dia x 25mm depth. The heating
power should be 1KW and the
temperature range should be room
temperature to 85+/-0
.1 C. the accuracy of penetration
should be 0.01mm.
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28. Pavement Intensity Test apparatus
The equipment should consists sturdy
frame having two chrome plated pillars
and cross head having capacity 100 KN.
The maximum vertical distance
between the plates should be 200mm.
The allowed overload should be 30%.
The speed of piston should be
50.8mm/min (high) and 1mm/min
(low). The speed can be adjusted with
the help of mechanical lever fitted on
main frame.
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29. Vertical Asphalt Mixing Apparatus
The equipment should consist of main
frame, variable speed mixer, elevating
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
system, heating pot, electrical control
box, gear box and vertical curved
blade. The elevating system consists of
a motor, worm gear, up right column,
guide bar and stopper block and the
heating pot has a double lever metal
pot, conduction coil and electrical
heater. The vertical capacity should be
20lt. The temperature range should be
room temperature to 200+/-0.5 C. The
timer should be in the range of 0-
999sec. The speed of blade should be
42-48 rpm (revolution) and 70-75 rpm
(rotation). The vertical heating power
should be 3KW. The testing
environment should be 10 to 40C & <
80% RH. The power should be
415v,50hz, 10A, 3ph.
30. Automatic Level
Magnification 32x, standard deviation
per km (double run level)=2.0mm
Accessories : Stand: Aluminum (heavy
duty)-1no
Staff : Aluminum (4m folding)-1no
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31. Digital Theodolite 03 03 03 03 03 03 03 03
(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
2” angle accuracy,30 x telescope, clear
aperture 45mm two faced LCD display.
Till compensation automatically, range
o compensator +3’ nickel hydrogen
chargeable battery. Accessories: all
standard accessories included
complete with manual and training of
staff.
32. Ranging Rod
Made of mild steel, 3m high, alternate
red and white paint strips, flag at top,
and metal shoe.
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33. Reynolds’s Apparatus
The apparatus should consists of a
glass tube with one end having bell
mouth entrance, connected to a
constant head water tank, at the other
end another valve is provided to vary
the flow rate. A self contained water re
- circulating unit, provided with a
sump tank and a centrifugal pump
should also included in setup. Flow
control valve and by pass valve should
be fitted in water line. A capillary tube
should be introduced centrally in the
bell mouth for feeding dye from a small
container placed at the top of tank,
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
through polythene tubing.
34. Pitot Tube
Ellipsoidal head, an intake for total
pressure and 6 holes for static
pressure, sheated thermometer K
probe integrated, with connection
cable length 1.5m. Body made of
stainless steel
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35. Universal Current Meter
The equipment should consists of a
streamlined body which houses the
sensing mechanism, an encapsulated
reed switch, and the horizontal axis
propeller shaft which has a permanent
magnet mounted on it. The current
mater should be provided with a
calibration certificate and rating table.
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36. Searls Apparatus The apparatus should
comprise of two metal frames
connected by a link mechanism
carrying a sprit level. Supplied
complete with ceiling bracket having
itself a pair of chucks similar to those
on the frame, counter – poise weight
and set of suitable wires, without
slotted masses. The wire under test is
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
held in self centering steel chucks
capable of holding wires of 1.mm
diameter (18SWG).A micrometer head
reading to 0.01mm is provided for
readjusting the spirit level.
37. Simple Roof Truss Apparatus
Bench-top, to demonstrate simple
structure in civil engineering. Pin-
jointed structure frame loaded at its
apex by dead weight. Leaf-spring
balances. Adjustable tie. Digital caliper.
Weight hanger, weights set.
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38. Beam deflection Apparatus
The main frame of the apparatus
should consists of an upper cross –
member carrying graduated scales and
two lower members bolted to T - legs
to form a rigid assembly. The three
load cells and cantilever - support
pillar slide along the lower members
and can be clamped firmly in any
position. The load cells should have
direct digital read out and each should
be fitted with a hardened steel knife
edge which can be adjusted to set the
intial level or to simulate a sinking
support. Locking pins should convert
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(“Group D”) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated 16-10-2014 Civil Engineering Department
each load cell to a rigid support when
required. The cantilever support should
be a rigid pillar with a sturdy clamping
arrangement to hold the beams when
built-in end conditions are required.
Four weight hangers and a set of
weights should be supplied to apply
static loads. Three digital indicators
should measure all beam deflections.
The indicators should mount on
magnetic carriers that slide along the
upper cross member. The indicators,
carriers, load cells and weight hangers
should all have cursors that register on
the scale (located on the upper cross
member) to ensure easy, accurate
positioning. All digital indicators and
load cells should have sockets for
connection.