Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Building Construction
Eprocure
Opening Date5 Dec 2024
Closing Date16 Dec 2024
Tender Amount₹ 26,18,638
Costs
EMD
₹ 52,373Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDPRI_16715_1Bid Award Id
ViewTender No
EE/PRI/SAD-I/GEN/2024-25/109Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
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All kinds of soil.
49.31
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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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.86
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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
5.05
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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 of grade Fe-500D or more.
2530.54
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
16.49
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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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
4.54
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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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size).
5.22
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Centring and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete.
40.32
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
79.26
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Columns, Pillars, Piers, Abutments, Posts and Struts
60.48
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6 mm cement plaster of mix :
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1:3 (1 cement: 3 fine sand)
103.2
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Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement :3 coarse sand), cost of required centering, shuttering complete.
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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5.58
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 fine sand)
62
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
165.2
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
165.2
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Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
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Two or more coats on new work
38.48
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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.
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40 mm thick with 20 mm nominal size stone aggregate
140.45
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Providing and Fixing GI (square or rectangular hollow tube etc.) trusses etc, including cutting, hosting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washer etc. complete as per direction of Engineer-in-charge.
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GI Pipes
2101.94
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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GI Sections
308.24
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Providing and Fixing 3 layer UPVC roofing sheet of approved colour and shade of brand roof touch sheet or equivalent (size , shape & pitch of corrugation as approved by EIC) 2 mm thick (+0.05%) total thickness with as per code RS 3LO1: sheet should have protective guard film of 25 microns to avoid scratches during transportation and should be supplied in single length up to 06 mtr or as directed by EIC. the sheet shall be fixed using self drilling/ self trapping screw of size (5.5 x 55 mm) with mounted fixer cap set of size (8 set of nail to tbe used per sqm area) complete up any pitches in horizontal/ verticle curved surface excluding the cost of purlins, rafters and truss/ e/c cutting of size and shape where ever required.
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surface area of cone= 3.14 x radius x slant height
299
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Providing and Fixing 3 layer UPVC roofing sheet of approved colour and shade of brand roof touch sheet or equivalent (size , shape & pitch of corrugation as approved by EIC) 2 mm thick (+0.05%) total thickness with as per code RS 3LO1: sheet should have protective guard film of 25 microns to avoid scratches during transportation and should be supplied in single length up to 06 mtr or as directed by EIC. the sheet shall be fixed using self drilling/ self trapping screw of size (5.5 x 55 mm) with mounted fixer cap set of size (8 set of nail to tbe used per sqm area) complete up any pitches in horizontal/ verticle curved surface excluding the cost of purlins, rafters and truss/ e/c cutting of size and shape where ever required.
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Ridges plain (500-600 mm)
26.5
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Providing and fixing in position eaves or facia board with 12 mm thick non asbestos plain sheet of HILUX Board and 30 cm wide including nailing etc. complete as per the direction of Engineer-in-charge.
72.6
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