Qtn for Epoxy and ESD Flooring Dtd.28!2!2012
Transcript of Qtn for Epoxy and ESD Flooring Dtd.28!2!2012
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Item
No.Description Unit Quantity Rate Amount
26 Providing 2mm thick hard, antistatic, abrasion resistant,
robust solvent free epoxy flooring (ESD flooring) with the
following specifications.
sqm 2472 1652 4,083,744.00
1. Surface Preparation
Surface Preparation of concrete substrate with proper
diamond grinding /Proper Vacuum assisted shot blasting
machine equipment to remove dust, laitance, other
contaminants etc., and to form the required anchor profile
on the floor substrate.
2. Providing and applying 2 part water dispersed epoxy
resin primer Sikafloor80 Promer @ 0.3 kg/m
QUOTATION
3. Installation of underlay Moisture barrier 2mm
Providing and applying three part, self smoothing, solvent
free, moisture barrier epoxy modified cement screed
Sikafloor81 EpoCem at at thickness of 2mm @ approx.2.25 kg/m/mm having Carbon dioxide diffusion co
efficient CO = 4168 as per Klopfer Engelgried method,
water vapour diffusion coefficient HO=252 as per DIN
52615, Water absorption coefficient W=0.02 kg/m as per
DIN 52617. When applied at minimum 2mm thickness it
can be laid over high moisture content substrate and must
be used when substrate moisture is more than 4%.
4. Installation of low emission, electrostatic
conductive, self smoothing epoxy resin system
Supply and application of Sika Electrostatic conductive
Epoxy Flooring System with electrode based in the
following sequence:.
i Over the surface, an epoxy resin based primer
Sikafloor 161 shall be applied. The primer ia s two
component material consisting of Component A and
Component B; the mixing ratio would be 79:21, by weight.
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ii. The Earthing kit (Electrode) with copper tape shall be
placed according to the specification mentioned above,
The name of the earthing kit would be Sikafloor Leitset
and the copper tape would be Sika Kupferleitband or
equivalent
iii. Over the primed surface, a conductive under of
Sikafloor 220W should be applied. The conductive
undercoat is a two component material, which should be
mixed at the specified ratio like 83:17 (by weight) and
applied using a brush or roller. This is water borne epoxy
and the mixed density is 1.04kg/I.
iv. Application of low emission, electrostatic
conductive, self smoothing epoxy topping of 1.5mm
thickness with Sikafloor 266 ECF CR including taking the
conductivity measurements of top coat as per thetechnical specification. The product conforms to
Compressive strength is 80N/mm as per EN 138922,
Resistance to ground: RG10 to 10 as per IEC 613404
1 Flexural Strength is 39N/mm as per EN 138922, Shore
D Hardness is 84 as per DIN 53 505 Abrasion resistance is
45mg (CS 10/1000/1000)(14days/+23C) as DIN 53 109
Taber Abrader Test) applied @ 2.1 Kg/sqm followed by
Sikadur 502 @ 0.6 Kg/sqm. All in complete as per the
manufacturers specifications and directions of the
engineer in charge.
ESD FLOOR REQUIREMENT AND SPECIFICATION
Major Specification:
1. Electrical Resistance (On conductive black Coat):
Surface resistance between 104 to 106 as per DIN IEC
6134041 Standard.
2. Walkinvoltage: 100V to +100V as per DIN IEC 613405
1 Standard.
3. System Resistance: Less than 35M including floor
concrete substrate etc as per DIN IEC 6134051 Standard.
4. Compressive Strength: More than 80N/mm2 as per EN1961 Standard.
5. Flexural Strength: More than 55N/mm2 as per EN 1961
Standard.
6. Abrasion resistance: Maximum thickness reduction
should not be more than 2mm as per IS 91621979/IS
12371980.
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7. Hardness: Shore D hardness of floor more than 85as per
DIN53505.
8. Tensile Strength: More than 15N/mm2 as per EN 1961
Standard.
9. Pull Out Strength/Bond Strength: More than 1.5N/mm2
or concrete failure as per ISO4624 Standard.10. Gloss: 75% as per IS 1011988 Standard.
11. Chemical Resistance: Resistance to acids, caustic soda,
liquid soap, IPA etc as per IS 46311968.
12. Water absorption: Less than 0.5% as per ASTM D570.
13. Slip resistance:Better than R11 as per Employers
Liability Insurers Institute of safety at work (BIA).
14. Low VOC.
15. Temporary Moisture Barrier underlay screed: a. Layer thickness Min. 2mm must be applied.
b. CarbonDiOxide Diffusion Coefficient (CO2)
Co2~4168 acc. Carbonation Resistance for 3mm
thickness R~12.5M.
c. Water Absorption Coefficient W W ~ 0.02 Kg/m2 X
h0.5 acc. To DIN 52 617.
d. Water Vapor Diffusion Coefficient (H2O)
H2O~252 acc. Equivalent air Layer Depth for 3mm
Thickness SD~0.75m.
e. EModulus Static: ~19.9 KN/mm2 (at +20oC)
~23.2 KN/mm2 (at 20oC).
f. Compressive Strength 60 N/mm2 as per IS 9162
1979.
g. Flexural Strength 18 N/ mm2 as per IS 91621979.
h. Bond Strength 4.1 N/ mm2 according to EN 13892
8.
i. Production Description A three part, Epoxy
modified Cementitious, fine textured mortar for self
smoothing floor screeds used as temporary barrier.
16. Particle emission Certificate according to CSMstatement of Qualification ISO 146441, class3.
17. Out gassing Emission Certificate according to CSM
statement of Qualification ISO 146448, class3.
Construction/Configuration:
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Details of construction above concrete floor are as follows,
1. Epoxy Moisture barrier to avoid any moisture related
deboning/blisters of floor in future or during application.
2. Epoxy Scrape coat as per requirement depending on
actual condition of concrete substrate.3. Primary coat as binder.
4. Electrodes as per requirements to be embedded inside
the floor (NO cupper strips/copper grid or external lying of
electrodes are permitted).
5. Epoxy Conductive code for providing uniform
conductivity of ESD flooring.
6. Epoxy load bearing top coat of required thickness and
color as per our selection from RAL Shade.
General Condition:
1. Warranty to be provided for blisters, de bonding andloss of ESD property due to material degradation.
2. Scratch resistance coating and preventive maintenance
methodology, facility, provision to be provided.
3. After sale service to be provided immediately for full
warranty period free of cost.
4. Repair, relaying charges will be paid for repair, relaying
etc due damages caused by us on actual.
Substrate Requirement:
1. Compressive strength of concrete should be floor
more than 25N/mm2.
2. Pull out strength of concrete should be more than
1.5N/mm2.
3. Undulation of floor less than 5mm on a span of
10meter.
4. Floor surface to be free from laitance, grease, oil,
inorganic/organic acids, polyurethane etc.
5. Surface should be free from voids, cracks, potholes
etc.
6. High spots to be eliminated.
7. Metal panels/parts to be eliminated.8. Expansion joints if any to be identified.
9. At least 15mm clearance to be provided from floor to
door etc.
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Providing water proofing treatment with two coats of
polyurethane of approved manufacture "UNISEAL WS1" /
"TECHCOAT61P" or equivalent for the sunken floors. The
sunken slab and the side vertical walls should be finished
smooth with cement plaster (Cement plaster will be
measured and paid for separately as an item), the surface
should be absolutely dry, free from dust, grease, oil and
loose particles. Providing necessary scaffolding wherever
required and cleaning the surface etc., complete all as per
the manufacturer's specifications.
NOTE:
1) The sunken floor shall be tested after the treatment for
water tightness by impounding water for a period of 48
hours.
2) Performance guarantee for a period of 10 years be
obtained from the contractors/manufacturers of thepaint.
sqm 275 450 123,750.00
3) The coverage capacity for "UNISEAL WS1" or
equivalent for a smooth surface should be 3.717sqm/kg
(40sft/kg) for the first coat and 4.647sqm/kg (50sft/kg) for
the second coat and for a roughsurface the coverage
should be 2.788 sqm/kg (30 sft/kg) for the first coat and
3.717 sqm/kg (40 sft/kg) for the second coat respectively
as per the manufacturer's specifications. The coverage
capacity for "TECHCOAT61P" (Rubber based
polyurethane) or equv, for a smooth surface should be
4.182sqm/ltr (45 sft/ltr) for the first coat and 4.647sqm/ltr
(50sft/ltr) for the second coat and for a rough surface the
coverage should be 3.717 sqm/ltr (40sft/ltr) for the first
coat and 4.182sqm/ltr (45sft/ltr) for the second coat
respectively as per the manufacturers specification at all
heights.
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Providing and laying water proofing treatment over RCC
roof in 3 courses, as specified below, after thoroughly
cleaning surface of the roof slab with wire brush, cleaning
of dust and foreign matters, raking and cleaning of
construction joints if any etc., complete to make the
surface suitable for receiving water proofing treatment.
I COURSE : The existing covering on slab to be removed
and the surface of the RCC slab exposed. Construction
joints if any are to be raked and cleaned. A coat of cement
slurry at the rate of 4.4kg/sqm mixed with acrylic water
proofing compound (as per manufacturers specification) is
spreaduniformly over the RCC roof area and ensuring that
the slurry penetrates into the RCC slab below and fills all
micro cracks and all other porous areas. Over this a layer
of 15mm thick cement mortar 1:5, mixed with acrylicwater proofing compound as per manufacturers
specifications shall be laid to place the II course.
sqm 2861 Regret
II COURSE : A sinle layer of brick on edge with 15mm wide
gaps filled with CM 1:5 mixed with acrylic water
compound is laid (i.e., bricks placed vertically on its
75x115mm side or 75x230mm side as the case may be, to
suit the required thickness of course), when the bottom
layer (I course) is still green and laid to slope of 1 in 60 as
per roof drainage scheme using approved well burnt
bricks (waer absorption not more than 20%) with
minimum thickness of 65mm at outer edge including the
top and bottom plastering (I & III course) to get required
gradient, laying the bricks with not less than 15mm gap
alround, which shall be properly filled completely and
compacted with CM 1:5 mixed with acrylic water proofing
compound as per manufacturer's specification using full
bricks or bricks cut to required size to lay the course with
single layer with gradient said above for adequate
drainage.
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III COURSE : 20mm thick cement motar 1:4 mixed with
acrylic water proofing compound with a layer of chicken
mesh 12mmx26g and marked with 300mmx300mm false
squares including curing etc., for not less than 7 days,
complete all as per specifications at all heights and
directions of Engineer in charge. The 20mm thick
layershall be carried out in two layers of 10mm thick with
an inter layerof chicken mesh of 12mm x 26g laid in
between the two layers of cement mortar at all heights.
NOTE : The acrylic water proofing compound to be used
shall be;
a) CHEMSEAL manufactured by M/s. Overseas Water
Proofing Corporation, Mumbai. The proportion of
CHEMSEAL shall be 2% by weight of cement OR CONPLAST
X 421 IC integral water proofing compoundmanufactured by M/s. FOSROC Chemicals(India) Ltd.,
Bangalore. The proportion of CONPLAST X 421 IC shall be
130ml per 50kg of cement. OR ROFFE HYPROOF
manufactured by M/s. ROFFE Construction Chemicals Pvt.
Ltd., liquid integral water proofing compound at 140ml
per 50kg of cement OR Equivalent.
b) The second course of the treatment shall be laid in
single course using full bricks / cut bricks as may be
required for laying the course in 1 in 60 slope.
c) The rate to include all labour, material and contingent
coats for execution of work in a workman like manner
including curing, etc., complete for respective courses.
d) The plane horizontal measurements of roof slab only
shall be measured for payment.
e) The theoretical cement consumption required for the
above work will be worked out based on coefficient for
each layer of work as per specification.
f) The work shall b got executed through specilised water
proofing agency.
g) The contractor should finish a guarantee bond in theprescribed format for satisfactory water proofing
performance for 10 years.
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54
Providing and laying weathering course and over deck
insulation with cellular light weight concrete of density
not exceeding 800 Kgs/cum obtained by mixing fly ash,
sand, cement with approved foaming agent in specified
proportions as per manufactures specifications laid to
uniform thickness of 170 mm thick and having thermal
conductivity 0.08 to 0.555 W/mk possessing a
compressive strength of 150kg/sqcm. in 28 days including
curing, scaffolding and executing the work at all heights
etc., complete as per manufacturers specifications and
direction of the EngineerinCharge at all heights.
cum 733 Regret
NOTE: Contractors may furnish complete specification
with test reports and works etc., for the item for
evaluating the specification/item and approval
Terms & Condition :
1
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The rates quoted above is inclusive of Cost of material (inclusive of ED @ 10.3%) and application
The material quoted is manufactured by M/s. APURVA INDIA LTD., Mumbai, which is equivalent to
3
4
5 Transportation charges will be charged extra.
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7 Any deviation in the order is to be informed to us before
procuring the material.
8 Specified colour shade shall be provided by you at least 10
days in advance.
9 Electricity, Water, Safe Storage place is to be provided at
site at your cost.
10 The application charges are to be paid 50% in advance and
balance on progress.
11 Any changes in the Taxes and levis is force measured.
Cost of material which works out 70% of the total order is to be procured by you by placing the order
For the direct supplies based on the order placed by you against our Proforma Invoice you will be
A lead time of 10 days is taken for supplies from the day of ordering to dispatch. Execution of work is