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Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) ( For Section No . 03 Of Platoon 19 ) , G/159 Bn CRPF Lutua Gaya (Bihar)-Bihar

Central Reserve Police Force-CRPF has published Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) ( For Section No . 03 Of Platoon 19 ) . Submission Date for this Tender is 02-11-2020. Barrack Tenders in G/159 Bn CRPF Lutua Gaya (Bihar) Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

25685094
Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) ( For Section No . 03 Of Platoon 19 )
Open Tender
Indian
Bihar
G/159 Bn CRPF Lutua Gaya (Bihar)
02-11-2020

Tender Details

Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) Construction Of Barrack At G/159 Crpf Lutua Distt Gaya ( Bihar ) ( For Section No . 03 Of Platoon 19 )

Key Value

Document Fees
INR 500 /-
EMD
INR 19831.0 /-
Tender Value
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Name of Work: Construction of Barracks size 18' x 22' x 11' Height x 6' Verandah (For section No. 03 of platoon No. 19 of G/159) at G/159 Bn Camp, Lutua, Distt- Gaya (Bihar)
Sl. No. .. Item Code / Make Quantity Units
1 2 DETAILS OF WORK
2 3 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. \n1.1) All kinds of soil :- i) For 10 Nos Collum in Room ii) For Verandah\n WORK 1 17.43 Cum
3 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth\nLevel:\n2.1 ) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) \n i) For Collum base\n ii) For Verandah Wall base\n iii) For Room wall base \n WORK 2 3.01 Cum
4 5 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\n3.1) Cement mortar 1:6 (1 cement : 6 coarse sand)\n i) For 345 mm thick wall upto GL in verandah\n ii) For 230 mm thick Brick Wall from GL to PL including verandah\n WORK 3 3.92 Cum
5 6 Brick work 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 :\n4.1 ) Cement mortar 1:6 (1 cement : 6 coarse sand)\n i) For 230 mm thick Brick wall\n ii) Deduction for 1 No Door\n iii) Deduction for 3 Nos Windows\n\n WORK 4 13.32 Cum
6 7 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 upto 50 m and lift upto 1.5 m.\ni) For gap fiiling of foundation\nii) For Plinth filling\n\n WORK 5 12.32 Cum
7 8 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 :\n6.1) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size\n i) For Foundation of Columns\n ii) For Pedestral\n WORK 6 6.79 Cum
8 9 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 :\n7.1) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) for 3 nos beam at difference level\n i) For Collum\n WORK 7 3.96 Cum
9 10 Centering and shuttering including strutting, propping etc. and removal\n8.1) Lintels, beams, plinth beams, girders, bressumers and cantilevers\n WORK 8 20.77 Sqm
10 11 Centering and shuttering including strutting, propping etc. and removal of form for :\n9.1) Foundations, footings, bases of columns, etc. for mass concrete\n i) For footing of column\n ii) For pedestral\n\n WORK 9 27.18 Sqm
11 12 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\n10.1) Thermo-Mechanically Treated bars of grade Fe-500D or more.\n WORK 10 843.87 Kg
12 13 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n11.1) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)\n WORK 11 4.28 Cum
13 14 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 (Including post) WORK 12 600 Kg
14 15 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter 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.\n13.1) 0.63 mm thick with zinc coating not less than 275 gm/ m²\n WORK 13 80 Sqm
15 16 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.\n14.1) 0.80 mm thick with zinc coating not less than 275 gm/m²\n WORK 14 7.2 Mtr
16 17 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanizing @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. WORK 15 31 Sqm
17 18 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :\n16.1) For fixed portion\n16.1 (a) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)\n WORK 16 7.4 Kg
18 19 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately)\n17.1) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (For 3 Nos Window shutter)\n WORK 17 6.6 Kg.
19 20 Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge.\n18.1) Upto 5mm depth and 5 mm width\n\n WORK 18 30 Mtr
20 21 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):\n19.1) With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm)\n\n WORK 19 4.25 Sqm
21 22 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 50x25 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 directed by Engineer-in-charge:\n\n20.1) Fixing with adjustable lugs with split end tail to each jamb\n\n WORK 20 5.2 Mtr
22 23 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 veneering with vertical grains or cross bands and face veneers on both faces of shutters.\n21.1) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws\n WORK 21 2.1 Sqm
23 24 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :\n22.1) 250x10 mm\n WORK 22 1 Each
24 25 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :\n23.1) 125 mm\n WORK 23 2 Each
25 26 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : \n24.1) 300x20x6 mm \n\n WORK 24 1 Each
26 27 12 mm cement plaster of mix\n25.1) 1:6 (1 cement: 6 fine sand) (For Internal Wall)\n\n WORK 25 69 Sqm
27 28 15 mm cement plaster on the rough side of single or half brick wall of mix : (External Wall)\n26.1) 1:6 (1 cement: 6 fine sand)\n WORK 26 80 Sqm
28 29 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : (Upto Plinth Level)\n27.1) 1:4 (1 cement: 4 fine sand)\n WORK 27 14 Sqm
29 30 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :\n28.1) 25 mm thick\n WORK 28 42 Sqm
30 31 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. WORK 29 3.5 Sqm
31 32 RCC Framed Structure 41.69 Sqm \n30.1) Electrical external service Connection\n WORK 30 0.0375 %
32 33 Internal Electric Installation WORK 31 0.125 %
33 34 Power wiring and Plug WORK 32 0.04 %
34 35 Lighting Conductor WORK 33 0.0025 %
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