Department Of Local Administration Tender

View complete overview of Puducherry Department Of Local Administration Tender

Department Of Local Administration Tender

Works
Civil And Construction
Eprocure
Opening Date8 Feb 2024
Closing Date15 Feb 2024
Tender Amount₹ 4,87,335 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Construction Of Passenger Shelter At Nallambal

Description

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Documents
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BOQ Items

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Code No.5.9.1 Centering and shuttering including strutting, propping etc and removal of form for foundations, footings, bases of columns etc for mass concrete

10

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Code No. 5.9.6 Centering and shuttering including strutting, propping etc and removal of 5form for Columns, Pillars, Piers, Abutments,Posts and Struts

26

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Code No.5.9.3 Centering and shuttering including strutting, propping etc and removal 6 of form for Suspended floors,roofs, landings,balconies and access platform

37

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Code No.5.9.5 Centering and shuttering including strutting, propping etc and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

17.5

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Code No.5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finsishing and reinforcement - All work upto plinth level 1:2:4 (1cement: 2 coarse sand: 4: graded stone aggregate 20 mm nominal size)

5

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CodeNo.5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15degree landings, balconies, shelves, chajias, lintels, bands, plain window sills, 9 staircases and spiral stair cases upto floor five level excluing the cost of centering shuttering. finishing and reinforcement, with 1.2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)

6

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Code No5.22.6 Steel reinforcement for R.C.C.work including straightening, cutting. bending, placing in position and binding all complete upto plinth level - Thermo -echanically treated bars (TISCON/VIZAG/ IISCO / SAIL/ JSW) Fe-415 or more

1150

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Code No.6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in- cement mortar 1:6 (1 cement: 6 coarse sand)

3.5

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Code No.6.4.2 Brick work with common burnt clay F.P.S (non modular) bricks of class 12 designation 3.5 in superstructure above plinth level upto floor five level in all shapes andsizes in - cement mortar 1:6 (1 cement: 6 coarse sand)

9

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Code No. 11.37.2 Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of commercial quality conforming to IS:15622, of approved make (Bell / Johnson / Regency / 13 Somany/Naveen / Asian) in colours such as white, Ivory, Grey, Fume red brown,laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including pointing the joints with white cement and matching pigment etc., complete

12

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Code No.13.2.2 15 mm cement plaster on the rough side of single or half brick wall of mix- 1:6 (1cement: 6 fine sand)

51

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Code No. 13.16.1 6mm cement plaster of mix 1:3 1 cement: 3 fine sand)

39

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Code No.13.1.2 12mm cement plaster of mix -1:6 (1 cement: 6 fine sand)

38

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Code No.9.48.2 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- Fixed to openings / wooden frames with rawl plugs screws etc.

200

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Code No. 13.52.1 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc.complete on steel work

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Code No. 13.37.1 White washing with lime to give an even shade - new work (three or more coats)

39

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Code No. 13.44.1 Finishing walls with water proofing cement paint of required shade - New work (Two or more coats applied @ 3.84 kg / 10 Sqm)

51

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Code No.5.12 Providing, hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size

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