Central Reserve Police Force Tender

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Central Reserve Police Force - CRPF Tender

Works
Eprocure
Opening Date26 Oct 2020
Closing Date6 Nov 2020
Tender AmountRefer Documents 
Notes
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Costs

Summary

Construction Of Semi Permanent Barrack Of Size- (4.88 M X 9.76 M) And 3.30 M Height

Description

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Brick works 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

18.89

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Providing and laying in position specified grade of reinforced cement concerete, 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 (zone-III) : 3 graded stone aggregate 20 mm nominal size)

3.26

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Reinforced cement concrete work in walls (any thickness), including attached plasters, 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) : 3 graded stone aggregate 20 mm nominal size)

4.52

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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

16.6

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Centering and shuttering including strutting , propping etc. and removal of form for : Linters, beams, plinth beams, girders, bressumers and cantilevers.

12.07

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Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.

30.36

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Steel reinforcement for R.C.C. work inclduing straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechancially Treated bars of grade Fe-500D or more.

256.26

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Steel reinforcement for R.C.C. work inclduing straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo- Mechancially Treated bars of grade Fe-500D or more.

355

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52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1 : 2 : 4 (1 Cement : 2 coars sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cment hardener consisiting of mix 1 : 2 ( 1 cment haderner mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specification. This includes cost of cement slurry, but excluding the cost of nosiing steps etc. cmoplete.

66.4

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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.

699

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Providing corrugated G.S. sheet roofing inclduing vertical / curved surface fixed with polymeer coated J or L hooks, bolts and nuts 8 mm diatmeter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 0.63 mm thick with zinc coating not less than 275 gm/meter square.

93.68

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Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coatd J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/ meter square

10

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Providing and fixing pressed steel door frames conforming to IS : 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm , or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre- treatment of the surface as directedy by Engineer-in-charge : Fixing with adjustable lugs with split end tail to each jamb.

10.4

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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply venerring with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked stainless steel butt hinges with necessary screws.

4.2

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Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metalsash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. Fixing with 15x3 mm lugs 10 cm long embedded in cemnet concrete block 15x10x10 cm of CC. 1:3:6 (1 Cement : 3 Coars sand : 6 graded stone aggregrate 20 mm nominal size)

180

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Float glass panes of nominal thickness 4 mm (weight not less than 10 kg / sqm)

5.67

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish (Barrel type) with necessary screws etc. complete : 250 x 10 mm

2

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Providing and fixing ISI marked oxidised M.S. door latches conforming to IS : 5930 with screws etc. complete : 300 x 20 x 6 mm

2

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Providing and fixing ISI marked oxidised MS handles conforming to IS : 4992 with necessary screws etc. complete : 125 mm

4

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12 mm cement plaster of mix : 1 : 6 (1 Cement : 6 fine sand)

99.59

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15 mm cement plaster on the rough side of single or half brick wall of mix : 1 : 6 (1 Cement : 6 fine sand)

99.59

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15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1 : 4 ( 1cement : 4 fine sand)

13.58

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