Indian Institute Of Integrative Medicine Tender
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Indian Institute Of Integrative Medicine - IIIM Tender
Coronavirus COVID 19
Eprocure
Opening Date14 Jun 2018
Closing Date25 Jun 2018
Tender Amount₹ 1,55,65,065
Costs
EMD
₹ 3,11,301Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of Boundary Wall and Entrance Gate of Industrial Bio Tech Park
Description
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Contact
Tender Id
2018_CSIR_11768_1Bid Award Id
ViewTender No
IIIM/Works/NIT-004(a)Tender Authority
Indian Institute Of Integrative Medicine ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
Construction of Boundary Wall and Entrance Gate of Industrial Bio Tech Park at Kathua Jammu JK
BOQ Items
Supplying and filling in plinth with fine sand under floors, including watering, ramming, consolidating and dressing complete.
1
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
108
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
265
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Extra for providing and mixing water proofing material in cement concrete work @ 1kg per 50 Kg of cement.
69
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Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
265
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
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1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
31
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete.
14
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Walls ( any thickness) including attached pilasters, butteresses, plinth and string courses etc.
21
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Suspended floors, roofs, landings, balconies and access platform with water proof ply 12mm thick.(shutter finish)
55
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Lintles, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12mm thick.(shutter finish)
29
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Columns, Pillars, Piers, Abutments, Posts and Struts. with water proof ply 12mm thick.(shutter finish)
64
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Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m for every additional height of 1 metre or part thereof (Plan area to be measured.)
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Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).
91
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo - Mechanically Treated bars
904
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
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Thermo - Mechanically Treated bars
2264
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).
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All works upto plinth level.
8
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All works above plinth level upto floor V level.
14
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Extra for providing richer mixes at all floor levels.
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Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
10
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Add (or deduct) for using extra ( or less) cement in the items of design mix over and above the specified cement content therein.
2
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
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Cement mortar 1:6 (1 Cement : 6 coarse sand)
778
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor V level in :
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Cement mortar 1:6 (1 cement : 6 coarse sand)
8
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Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Gang saw cut stone
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30 mm thick white sand stone
647
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30 mm thick red sand stone
1510
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Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
1423
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Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
6469
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Stone work, plain in copings, cornices, string courses and plinth courses,upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
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Red sand stone
36
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Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :
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35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
2
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Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
2
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Providing and fixing 250x16mm Stainless steel (Grade 316 ) satin finish sliding door bolts superior quality with necessary SS screws etc. complete:Heavy Duty ( Make - kich or equivalent).
1
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Providing and fixing Stainless steel (Grade 304) tower bolts superior quality with necessary SS screws etc. complete:Heavy Duty (Hafele or equivalent)
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300x10 mm
2
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150 x 10 mm
1
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Providing and fixing 25mm dia , 300 mm long in cranked / square shape stainless steel (Grade 316 ) satin finish pull handle with necessary screws etc. complete ( Make - kich or equivalent).
2
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Providing and fixing Stainless steel Grade 304 hanging floor door stopper size 6" of superior quality with necessary stainless steel screws etc. complete (Heavy duty) make Hafele or equivalent.
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Single rubber stopper
1
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Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality.
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1.00 mm thick
4
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Providing and fixing circular / Hexagonal cast iron or M.S sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S sheet box by means of 3.3 mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S bar bent to shape as per standard drawing.
1
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Steel 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.
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
22181
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Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
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10 x80 mm
8
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Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand):
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25 mm thick.
8
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Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average) thick cement mortar 1: 3 ( 1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
2
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Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size ) over P.V.C. sheet 1mx1mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete.
1
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes.
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110 mm diameter
4
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
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Bend 87.5°
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110 mm bend
1
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Shoe
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110 mm shoe
1
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
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110 mm
3
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Providing and fixing to the inlet mouth of rain water pipes cast iron grating 15 cm diameter and weighing not less than 440 grams.
1
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12 mm cement plaster of mix :
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1 : 6 (1 cement : 6 fine sand )
49
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6 mm cement plaster to ceilings of mix :
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1 : 3 ( 1 cement : 3 fine sand)
9
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1 : 3 ( 1 cement : 3 fine sand)
58
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6 mm cement plaster to ceilings of mix :
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Two or more coats on new work.
58
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6 mm cement plaster to ceilings of mix :
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New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm.
1580
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Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
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Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
1203
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
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For fixed portion
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Powder coated aluminium (minimum thickness of powder
coating 50 micron)
30
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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
-
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Powder coated aluminium (minimum thickness of powder
coating 50 micron)
20
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item):
-
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With float glass panes of 5.50 mm thickness
2
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Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete.
-
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355 X 19 mm
4
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Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868 Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS : 733 and IS : 1285 fixed with rawl plugs and stainless steel screws etc.
14
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations : (a) pplying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks /brick bats 25 mm to 115 size wiht 50 % of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer -in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juncitons of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.7 kg/sqm of cement admixed with water proofing compound conforming to SI : 2645 and approved by Engineer -in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer -in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern fo 300 x 300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer -in- charge.
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With average thickness of 120mm and minimum thickness at khurra as 65 mm.
9
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