Kerala State Coastal Area Development Corporation Limited Tender
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Kerala State Coastal Area Development Corporation Limited - KSCADC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Jul 2024
Closing DateCancelled
Tender Amount₹ 34,47,791
Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SCADC_680931_1Bid Award Id
ViewTender No
ET-16/2024-25Tender Authority
Kerala State Coastal Area Development Corporation Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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15.57 : Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge
17.6
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15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
200
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15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
20
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2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
30.78
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50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
6
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4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
1.63
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5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
8.97
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
7.78
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5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
31.8
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5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
7.2
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5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
912.4
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
29.3
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Super structure
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50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
496.15
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10.25.1 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
2756.06
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10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
450
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13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
164.04
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12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
30.24
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12.51.1 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
5.6
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25.2 : Designing, fabricating, testing, protection, installing and fixing in position semi
(grid) unitized system of structural glazing (with open joints) for linear as well as
curvilinear portions of the building for all heights and all levels, including:
a) Structural analysis & design and preparation of shop drawings for the specified
design loads conforming to IS 875 part III (the system must passed the proof test
at 1.5 times design wind pressure without any failure), including functional design
of the aluminum sections for fixing glazing panels of various thicknesses, aluminium
cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps
etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke
seals, microwave cured EPDM gaskets for water tightness, pressure
equalisation & drainage and protection against fire hazard including:
b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of
6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3
Dimentional movement for achieving perfect verticality and fixing structural glazing
system rigidly to the RCC/ masonry/structural steel framework of building structure
using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic
contacts with nuts and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers.
c) Providing and filling, two part pump filled, structural silicone sealant and one
part weather silicone sealant compatible with the structural silicone sealant of
required bite size in a clean and controlled factory / work shop environment ,
including double sided spacer tape, setting blocks and backer rod, all of approved
grade, brand and manufacture, as per the approved sealant design, within and all
around the perimeter for holding glass.
d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick
and of sizes, shapes and profiles, as required as per the site conditions, to seal the
gap between the building structure and all its interfaces with curtain glazing to
make it watertight.
e) Making provision for drainage of moisture/ water that enters the curtain glazing
system to make it watertight, by incorporating principles of pressure equalization,
providing suitable gutter profiles at bottom (if required), making necessary holes
of required sizes and of required numbers etc. complete. This item includes cost
of all inputs of designing, labour for fabricating and installation of aluminium grid,
installation of glazed units, T&P, scaffolding and other incidental charges including
wastages etc., enabling temporary structures and services, cranes or cradles etc.
as described above and as specified. The item includes the cost of getting all the
structural and functional design including shop drawings checked by a structural
designer, dully approved by Engineer-in-charge.
The item also includes the cost of all mock ups at site, cost of all samples of the
individual components for testing in an approved laboratory, field tests on the
assembled working structural glazing as specified, cleaning and protection till the
handing over of the building for occupation. In the end, the Contractor shall provide
a water tight structural glazing having all the performance characteristics etc. all
complete as required, as per the Architectural drawings, as per item description,
as specified, as per the approved shop drawings and as directed by the Engineerin-
Charge.
Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded
aluminium section capping for fixing in the grooves of the curtain glazing and
vermin proof stainless steel wire mesh shall be paid for separately under relevant
items under this sub-head. However, for the purpose of payment, only the actual
area of structural glazing (including width of grooves ) on the external face shall
be measured in sqm. up to two decimal places.
Note:-2. The following performance test are to be conducted on structural glazing
system if area of structural glazing exceeds 2500 Sqm from the certified laboratories
accreditated by NABL(National Accreditation Board for Testing and Calibration
Laboratories), Department of Science & Technologies, India. Cost of testing is
payable separately. The NIT approving authority will decide the necessity of testing
on the basis of cost of the work, cost of the test and importance of the work.
Performance Testing of Structural glazing system
Tests to be conducted in the NBL Certified laboratories
1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to
+300pa) as per
ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”
2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing
method for a range up to 2000 ml.”
3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing
method for a range upto 2000 ml”
4. Structural Performance Deflection and deformation by static air pressure test
(1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing
method for a range upto 50 mm”
5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for
Qualitative test” Tests to be conducted on site
6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi)
upto 2000ml”
179.33
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Lift
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od22207/2024_2025 : Supply, Erection, Testing and Commissioning of 20 passenger/ Bed (ICU Bed size) Machine room less (gearless) lift, with a speed of 1 m/s, Having SS (304) grade Hairline Finish material cabin and doors with 1200 mm automatic opening (side/central) with advance Door drive system. Normal travel height with G+2 Opening (Three). The lift should have all modern features and facilities like Automatic Rescue Device (ARD), Overload Protective Device (OPD), Correction drive to next level, Emergency Alarm @ Main Floor, Car Call backwards, Overload function, constant indication/Buzzer, Bypass load Function, Auto Cut off Fan and Light, Manual Rescue Operation<br>Centralized Hoisting for lesser vibration and smooth travel, Pit Ladder, Micro movement Led Based Buttons, L.W.D. (Load Weighing Device), Direction & Position Indicator In Car & Landing, Advanced Car Position Indication, Automatic Brake Test function every 11hours<br>Every run brake supervision, Phase reversal functioning, Signal Fixtures, +10% to –10% Voltage Fluctuation Withstanding Capacity, <br>Door Close Button, Door Open Button, Car Emergency Light, Fireman Drive, Curtain of Light 169 Beams, Accurate Relevelling, Automatic, Closed Door, Panel Board and other device for the operation of lift and other necessary items as per the Kerala state electrical inspectorate standards. LED ceiling light in the SS false ceiling with fan, communication device like intercom etc. The rate inclusive of cabling from the existing panel board to lift panel board and Two year full warranty for all the items.
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Electrical
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od45333/2024_2025 : Preparation of drawings as per the Kerala State Electrical Inspectorate standards, the rate inclusive of preparing 1 set of electrical drawing including lift panel and drawing of lift approval and final sanction from electrical inspectorate. The rate including inspection fee and all other necessary statutory fee for lift work and electrical work.
1
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od45334/2024_2025 : Supply, Fixing and commissioning of lift panel with necessary switchgears as per the current rating and KSEI/KSEB standards. Separate provision for connecting the lift motor, cabin light and fan, duct light etc in the panel. Panel design should be approved by the KSCADC/KSEB/KSEI.
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