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Tender For Construction Of Jawan Barrack Type B At Bop Hemanagar Now Ganganagar Of 73 Bn Now 1 Bn Bsf Under Shq Bsf Shillong, ganganagar-Meghalaya

Border Security Force-BSF has published Tender For Construction Of Jawan Barrack Type B At Bop Hemanagar Now Ganganagar Of 73 Bn Now 1 Bn Bsf Under Shq Bsf Shillong. Submission Date for this Tender is 17-02-2024. Barrack Tenders in ganganagar Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

42087430
Tender For Construction Of Jawan Barrack Type B At Bop Hemanagar Now Ganganagar Of 73 Bn Now 1 Bn Bsf Under Shq Bsf Shillong
Open Tender
Indian
Meghalaya
ganganagar
17-02-2024

Tender Details

Tender For Construction Of Jawan Barrack Type B At Bop Hemanagar Now Ganganagar Of 73 Bn Now 1 Bn Bsf Under Shq Bsf Shillong

Key Value

Document Fees
Refer document
EMD
INR 34316.0 /-
Tender Value
INR 17.15 Lakhs /-

BOQ Items

Name of Work: Balance work for C/O Jawan BarrackType-B at BOP Hemanagar (Now Ganganagar) of 73 BN (Now 1 Bn) BSF under SHQ BSF Shillong
Sl. No. Item Description
1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
3Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
4Brick 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 : Cement mortar 1:6 (1 cement : 6 coarse sand)
5Half 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.Cement mortar 1:4 (1 cement :4 coarse sand)
6Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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.
7Reinforced 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
8Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
9Centering and shuttering including strutting, propping etc. and removal of form for: shelves(cast in situ)
10Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers
11Centering and shuttering including strutting, propping etc. and removal of form for:weather shade, chajjas, corbels etc., including edges.
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
13Providing 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. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws
14Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering 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
15Providing and fixing wire gauge shutters using MS wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63mm, for doors, windows and clerestory windows with hiinges and necessary screws :35 mm thick shutters With ISI marked MS pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollocks wood.
16Providing and fixing nickel plated MS pipe curtain rods with nickel plated brackets : 20mm dia (heavy type)
17Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. with MS flats, square or round bars etc. including primimg coat with approved steel primer all complete. Fixed to steel windows by welding.
18Providing and fixing bright finished brass hasp and staple(safety type) with necessary screw etc. complete: 150mm
19Providing 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 : 250x16 mm
20Providing 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 : 150x10 mm
21Providing 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
22providing and fixing casement stay ISI markded anodised(anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc. complete.
23Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
24Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
25Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Galvanised M.S. wire gauze of 0.63 mm dia wire and 1.4 mm aperture on both sides
26Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
27Kota 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) : 25 mm thick
28Kota 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.
2912 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
3015 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
3112 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
326 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
33Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
34Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer
35Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats
36Finishing walls with Acrylic Smooth exterior paint with silicon additivesof required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
37Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
38Providing and fixing 150mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete
39Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane ::3 mm thick
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