Bodoland Territorial Council Tender
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Costs
EMD
₹ 47,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of Dahlachuba Bathou Prayer House At Dahlachuba Under Khasiachuba Vcdc, Bhergaon Development Block, Assam. (tn_54_1)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_BTC_42298_1Tender No
ACE-35/TECH/UDL(RB)/IFB/18-19Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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BOQ Items
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5.22.6 Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level.
TMT bar Fe500D or more.
1782.29
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5.22A.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.
1170.61
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5.9 Centering and shuttering inluding strutting, propping etc end removal of the same 5.9.1 Foundation Footing, base of column etc. For mass concrete.
19.2
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5.9.6 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
193.34
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5.9.6 Columns, Pillars, Posts & Strut.
86
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5.1.3 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:
1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
14.7
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5.2.2. 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. above plinth level up to floor five level, excluding cost of centering, shuttering. finishing and reinforcement:
1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natu ral sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
11.52
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in:
6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
18.78
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2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
161.45
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6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
78.23
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13.5.1 15 mm thick cement plaster in single coat on rough side of single or half brick wall
1:4. (1 Cement: 4 Coarse Sand)
343.4
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13.8.2 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4.(1 Cement: 4 Coarse Sand).
81.36
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11.3 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate
168.56
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11.41A.1.1 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the for placing the tiles gently and easily. notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
11.41A.1 Double charge vitrified tile polished finish of size
11.41A.1.1 Size of Tile 600 x 600 mm
162.48
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings/wooden frames with rawl plugs screws etc.
1038.3
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13.43 Applying one coat of water thinable cement primer of approved brand and manufacture on wall surfaces.
13.43.1. Water thinnable cement primer.
424.76
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13.44 Finishing wall with water proofing cement paint of approved brand and manufacture of required shade.
13.44.1.New work (Two or More coat @3.84 Kg/10m2
424.76
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9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
9.1.3 Kiln seasoned and chemically treated hollock wood
0.04
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9.9.1.2 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.
9.9.1 Second class teak wood
9.9.1.2 30 mm thick
2.15
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13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
13.61.1 Two or more coats on new work
138.13
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9.96.1 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete.
1
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9.97.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
250x10 mm
2
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9.100.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
125 mm
2
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10.16.1 Steel work in built up 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.
10.16.1 Hot finished welded type tubes.
1388.2
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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 (5.5x 55 mm) 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.
258.85
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12.51 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: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top cout 15-18 microns using self drilling/self tapping screws complete:
12.51.1 Ridges plain (500-600mm).
35.25
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4.17A Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 manufactured sand derived from Recycled Concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
40.05
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