Steel Industrials Kerala Limited Tender
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Steel Industrials Kerala Limited - SILK Tender
Civil And Construction
Eprocure
Opening Date18 Aug 2018
Closing Date25 Aug 2018
Tender AmountRefer Documents
Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_SILK_228925_1Bid Award Id
ViewTender No
SILK/GEW/SP/2018-19/06Tender Authority
Steel Industrials Kerala Limited ViewPurchaser Address
-Website
http://https://steelindustrials.net/
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Documents
BOQ Items
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Demolishing lime concrete manually/by mechanical means and disposal of material within 50 meters lead as per direction of Engineer-in-charge.
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richerr mix (i/c equivalent design mix)
18.5
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Earth work
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil
18
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Close timbering in trenches including strutting, shoring and packing cavities (where ever required) complete.(Measurements to be taken of the face area timbered). Depth not exceeding 1.5m
54
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Bailing of the water with 5HP engine and pump set including conveyance to site and erecting for a cost of fuel, lubrication oil and other stores pay of staff,etc complete.
48
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
130
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Concrete Work
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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 1:4:8 (1 Cement : 4 Coarse sand(Zone-III) 8 graded stone aggregate 40 mm nominal size)
3
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R.C.C Work
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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)
35
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
72
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
22
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Centering and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns, etc. for mass concrete
147
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Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.
334
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Centering and shuttering including strutting, propping etc. and removal of form work for Column, pier, pillar etc.
581
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all works .Thermo-Mechanically Treated bars of grade Fe-500 D or more.
15946
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Ceiling
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
231
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STEEL WORK
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Structural steel work in single section fixed with or without connecting plate including cutting,hoisting,fixing in position and applying priming coat of approved steel primer all complete.
3917
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Structural steel work riveted, bolted or welded in built up sections, trusses and frame work, including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer all complete.
51143
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Steel work in built up M.S tabular(round, square or rectangular hollow tubes etc) trusses etc., including cutting, hoisting, fixing in position etc and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc,complete.Hot finished welded type tubes.
34085
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Roof Work
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Providing and fixing 15cm wide, 45cm overall semi-circular plain aluminium sheet gutter with required brackets 40x3mm size,bolts,nuts and washers etc.,including making necessary connections with rain water pipes complete.0.8mm thick with zinc coating not less than 275 gm/m2.
232
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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 work complete (steel frame work to be paid separately).
1221
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Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern.
26
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Finishing Work
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12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
16
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Extra for plastering on circular work not exceeding in 6m radius
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Additional plastering work added for as per Architectural Drawing (Carving Work)
110
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White washing with lime to give and even shade.(New work three or more coats)
583
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work.
574
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed red oxide zinc chromatic on steel/iron works having VOC content less than 250 grams/litre
1447
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
1447
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Repairs to Building
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineering-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
1560
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Road Work
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Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.
94
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New Technologies and materials
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Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge.
Wooven PVC cloth
1560
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Sub head Miscellaneous
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Providing architrave work of size 68cmX68cmX22cm, consisting of 3 Nos of size 68X68X4cm bands and @ 1m from the base of R.C.C Column and beam junction with cement concrete 1:1.5:3 (1 cement 1.5 coarse sand zone III 3 zone aggregate 12.5mm nominal size and finished with cement mortar 1:3 (1 cement 3 fine sand) as per the direction Engineering-in charge
52
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Providing architrave work of size 68X68X31cm, consisting of bands,(2 Nos of size 53X53X4cm,1 No of size 61X61X4 cm and 1 No of size 68X68X4 cm) @ column and beam junction with cement concrete 1:1.5:3 (1 cement 1.5 coarse sand zone III 3 zone aggregate 12.5mm nominal size and finished with cement mortar 1:3 (1 cement 3 fine sand) as per architect drawing and as per the direction Engineering-in charge
52
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Providing cement band carving work both sides of the Tie beam as per architectural drawing and as per the directions of Engineering-in charge
312
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Providing and fixing wooden pinnacle of required size and height as per architectural drawing and as per the directions of Engineering-in charge
2
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Providing and fixing 2nd class Eve-Board of required size and height as per architectural drawing and as per the directions of Engineering-in charge
210
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Providing and fixing 2nd class teak wood frame work consisting of Patterns of size 50X25 mm fixed with necessary CP brasses screws and applying wood preservative on unexposed surface and polishing on wood work with ready mixed wax polished of approve quality and manufacture
65
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Evaluation Notes How It Works ?
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