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E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1 E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1, calicut-Kerala

Kerala Small Industries Development Corporation Limited has published E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1 E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1. Submission Date for this Tender is 15-08-2022. Auditorium Construction Tenders in calicut Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

33441167
E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1 E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1
Open Tender
Indian
Kerala
calicut
15-08-2022

Tender Details

E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1 E-Tender For Construction Of Auditorium And Library Block For Gm School Puthiyangadi, Kozhikode - Phase 1

Key Value

Document Fees
INR 2950 /-
EMD
INR 50000.0 /-
Tender Value
INR 59.32 Lakhs /-

BOQ Items

Work Name : Construction of Auditorium and Library Block for GM School Puthiyangadi, Kozhikode - Phase 1
Sl. No. Item Description
1AUDITORIUM BLOCK
22.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
32.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removingthe roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
42.8.1 : 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
54.1.8 : 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)
67.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
74.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
84.4.1 : Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
95.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1050.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
112.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
1250.2.25.1 : Filling with contractor"s own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
1350.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
14od197262/2021_2022 : Providing and fixing natural stone ( as per approved shade by architect 50mm nominal thickness and 300mm width) inside masonry wall with 50mm of stone is projecting outside masonry wall and finishing as per direction of site Engineer-in-charge.
1513.2.1 : 15 mm cement plaster on the rough side of single or halfbrick wall of mix:1:4 (1 cement :4 fine sand)
1613.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1713.47.1 : Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
18od197263/2021_2022 : Random rubble cladding work upto 10 metre height using irregular stone pieces , 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<br> stone- Exposed face fine dressed with rough backing.<br>70 mm thick
195.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
205.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
215.22.6 : 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
225.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
23od197264/2021_2022 : Shahabad stone flooring at 45 degree angle over 20 mm ( average) thick base laid over and 3mm spacer filled with white epoxy, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand).
24od197265/2021_2022 : Shahabad stone 20 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 3mm spacer filled with white epoxy, including rubbing and polishing complete.
2511.55.1 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
26od197268/2021_2022 : Providing and laying lappato finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.<br><br>
2710.2 : 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.
2810.20 : Providing and fixing bolts including nuts and washers complete.
2913.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
3012.48 : Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
31od197269/2021_2022 : Providing & fixing on roof pressed ceiling tiles (as per approved pattern by architect 20mm nominal thickness of approved size on steel frame work complete (steel frame work to be paid separately)
3212.49 : Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
3312.13.5 : Providing and fixing non- asbestos fibre cement high impact polypropylene reinforced roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete:Barge boards
34LIBRARY BLOCK
3550.2.25.1 : Filling with contractor"s own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
365.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
375.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
385.9.19 : Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
3926.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia.
4013.2.1 : 15 mm cement plaster on the rough side of single or halfbrick wall of mix:1:4 (1 cement :4 fine sand)
4113.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
4213.10 : 15 mm cement plaster 1:3 ( 1 cement :3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
4313.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
4413.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
4513.47.1 : Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
46od197266/2021_2022 : Yellow and green Kota stone slab(Brush finish) flooring with 3mm spacer filled with white epoxy over 20 mm ( average) thick base laid over including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)<br>25 mm thick. Finish as per direction of site Engineer in charge.
47od197267/2021_2022 : Yellow and green Kota stone(Brush finish) 20 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 3mm spacer filled with white epoxy including rubbing and polishing complete.
48od197268/2021_2022 : Providing and laying lappato finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.<br><br>
49od197264/2021_2022 : Shahabad stone flooring at 45 degree angle over 20 mm ( average) thick base laid over and 3mm spacer filled with white epoxy, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand).
50od197265/2021_2022 : Shahabad stone 20 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 3mm spacer filled with white epoxy, including rubbing and polishing complete.
51od221334/2021_2022 : Providing and laying natural stone of minimum thickness 10 cm in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, laid in required color & pattern over 50mm thick compacted 6mm metal chips, compacting and proper embedding/laying of natural stone into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of natural stone as per required size and pattern, finishing and sweeping. complete all as per direction of Engineer-in-Charge.
5210.25.2 : 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
5321.1.1.2 : 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, Aluminnium 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):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
5421.1.2.2 : 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)Powder coated aluminium (minimum thickness of powder coating 50 micron)
5521.3.1 : 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):With float glass panes of 4.0 mm thickness
56od216771/2021_2022 : Supplying and Fixing Granite Board
57DEMOLITION WORKS
5815.13.1 : Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metes and below
5915.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
6015.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
61od197261/2021_2022 : Demolishing Laterate masonry work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.<br>In cement mortar
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