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Tender For Repairs To Ac Sheet Roofing, False Ceiling, Flooring, Joineries And Connected Works At Hattigor Military Station Under Ge Rangia, Kamrup-Assam

Military Engineer Services-MES has published Tender For Repairs To Ac Sheet Roofing, False Ceiling, Flooring, Joineries And Connected Works At Hattigor Military Station Under Ge Rangia. Submission Date for this Tender is 03-12-2022. Shed Construction Tenders in Kamrup Assam. Bidders can get complete Tender details and download the document.




Tender Notice

34806140
Tender For Repairs To Ac Sheet Roofing, False Ceiling, Flooring, Joineries And Connected Works At Hattigor Military Station Under Ge Rangia
Open Tender
Indian
Assam
Kamrup
03-12-2022

Tender Details

Repairs To Ac Sheet Roofing, False Ceiling, Flooring, Joineries And Connected Works At Hattigor Military Station Under Ge Rangia

Key Value

Document Fees
INR 500 /-
EMD
INR 30000.0 /-
Tender Value
INR 15 Lakhs /-

BOQ Items

Name of Work : REPAIRS TO AC SHEET ROOFING, FALSE CEILING, FLOORING, JOINERIES AND CONNECTED WORKS AT HATTIGOR MILITARY STATION UNDER GE RANGIA
Sl. No. Item Description
1Dismantling Asbestos Cement (Corrugated, Semi corrugated etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge.
2S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge.
3S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge.
4M&L for 6 mm thick asbestos cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with L-type or J-type or cranked hook bolts, complete all as per specified and as directed by Engineer-in-charge.
5S&F for 6mm thick asbestos cement two piecesridge adjustable close fitting to corrugated sheet 6mm thick fixed with "L" or "J" hooks/bolts complete all as per specified and as directed by Engineer-in-charge.
6Dismantling wall and ceiling boards (fibre, pulp, insulation,etc) or insulation board/Slabs/blankets of any thickness including cover fillets, complete all as specified and as directed by Engineer-in-charge.
7S&F solid PVC wall paneling consisting of 5 mm thick PVC wood grain printed PVC sheet inclusive of solvent cement and fixing at site as per specification and directedin any position with screws, complete all as per specified and as directed by Engineer-in-charge.
8S&F 5mm thick PVC sheet fillets of width 35mm for wall paneling inclusive of fixing on wall to make frame as per specifications and drawing, complete all as per specified and as directed by Engineer-in-charge.
9M&L for 4m thick Asbestos Cementboard of size fixed in walls, complete all as specified and as directed by Engineer-in-charge.
10M&L 4mm thick non Asbestos Cement Plain building boards, fixed to timber/aluminium frame work with screws in ceilings and applying one coat of oil bound distemper, complete all as per specified and as directed by Engineer-in-charge.
11M&L for preparing AC wall board & applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge.
12M&L for preparing AC ceiling board & applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge.
13Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge.
14Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge.
15M& for G I Wire netting 0.9 mm dia and 12 mm mesh lathing to wood or metal studding, joists, etc., in walls, ceilings, stanchions, beams, etc., including all laps, cutting and waste, complete all as specified and as directed by Engineer-in-charge.
16Demolition of Brickwork or stone/ boulder masonry, built in any cement mortar including all quoins, arches, pillars, etc, complete all as per specified and as directed by Engineer-in-charge.
17M&L brick work with sub class ‘B’ class straight or curved on plan exc 6m mean radius built in CM (1:6), complete all as specified and as directed by Engineer-in-charge.
18M&L brick work with sub class ‘B’ class straight or curved on plan to anyradius in half brick thick walls built in CM (1:4), complete all as specified and as directed by Engineer-in-charge.
19M&L for rendering 15 mm thick on fair faces of brick work or one side of lathing in cement mortar 1:4 , surface finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.
20M&L for rendering 10 mm thick on other than fair faces of brick work or other side of lathing in cement mortar 1:6 , surface finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.
21M&L for preparing new plastered surfaces and applyingtwo coats of cement base paint on surfaces of walls, complete all as per specified and as directed by Engineer-in-charge.
22M&L for preparing New plastered surfaces and applying two coats of distemper oil emulsion over a coat of primer on surfaces of walls complete all as per specified and as directed by Engineer-in-charge. .
23Demolition of unreinforced cement concrete in ground floors and pavings not exc. 15 cm thickness, complete all as per specified and as directed by Engineer-in-charge.
24M&L 40 mm thick cement concrete type B1, 1:2:4 (using 20 mm gradedstone aggregate) as in floors, finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge.
25M&L for 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm gradedstone aggregate) infootpath/ hard-standing / pavings / plinth protections, finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge.
26M&L for Glass dividing strips, 38 x 3 mm thick and inserted in position to confirm to design, complete all as per specified and as directed by Engineer-in-charge.
27Dismantling Unframed timber scantlings 40 Sq. cm and over in section and in any position, complete all as specified and as directed by Engineer-in-charge.
28M&L 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge.
29Dismantling of unframed fillets, rails, posts, rafters, purlins etc., under 40 Sqcm in section, complete all as specified and as directed by Engineer-in-charge.
30S&F second class hard wood plain fillets in rectangular tringular in section, of sectional area n.exc. 3sqcm, complete all as specified and as directed by Engineer-in-charge.
31S&F second class hard wood plain fillets in rectangular tringular in section, of sectional area exc. 3sqcm but not exc.6sqcm, complete all as specified and as directed by Engineer-in-charge.
32S&F second class hard wood plain fillets in rectangular or triangular in section, clean swan fixed with screws having sectional area exc.6sqcm but not exc.13 sqcm, complete all as specified and as directed by Engineer-in-charge.
33S&F second class hard wood plain fillets in rectangular or triangular in section, clean swan fixed with screws having sectional area exc.13 sqcm but not exc. 25 sqcm, complete all as specified and as directed by Engineer-in-charge.
34Dismantling of timber boarding of any description fixed in any position with nails, complete all as specified and as directed by Engineer-in-charge.
35S&F 20 mm thick second class hard wood boarding with butt joints clean sawn fixed with nails in any situation (except flooring and skirting), complete all as specified and as directed by Engineer-in-charge.
36Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as per specified and as directed by Engineer-in-charge.
37S&F coloured non-skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 sqm but notexceeding 0.11 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles including 15 mm thick screed bed or bedding layers in CM 1:4, complete all as per specified and as directed by Engineer-in-charge.
38M&L for glazed ceramic coloured tiles 300x200x6 mm thick on vertical surfaces, set and jointed in neat cement slurry and pointed in coloured cement to match with the shades of tiles including 10mm thick rendering in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.
39S&F Vitrified ceramic tiles 10 mmthick of light shade(Square/rectangular) polished, area of each tile not exceeding 0. 36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or Coloured cement to match with the shades of tiles including 15 mm thick screed bed or bedding layers in CM 1:4, complete all as per specified and as directed by Engineer-in-charge.
40M&L for chequered cement concrete PU finishtiles 300mm x 300mm x 25 mm thick in floor etc, set, jointed and pointed in neat cement slurry and pointed (grey cement & pigment) over 20mm thick screed bed or bedding layer of cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.
41Taking down chowkat or frame with shutterexceeding 1.5 Sqm but n.exc 4 Sqm each (without taking off shutter from the frame), complete all as specified and as directed by Engineer-in-charge.
42Taking down chowkat or frame with shutter not exceeding 1.5 Sqm each (without taking off shutter from the frame), complete all as specified and as directed by Engineer-in-charge.
43Taking down shutters of any description exceeding 1 Sqm but not exceeding 2 Sqm each, complete all as per specified and as directed by Engineer-in-charge.
44Taking down shutters of any description not exceeding 1 Sqm each complete all as per specified and as directed by Engineer-in-charge.
45M&L for 35mm thick 2nd class hard wood, plain, framed panelled shutters (any number of panels) with panels of timber flat on both side (feather edged) or of veneered particle board medium density, wood particle board with commercial face veneers etc., complete all as per specified and as directed by Engineer-in-charge.
46S&F 35 mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge.
47M&L for 35 mm thick second class hardwood glazed and skeleton shutter for doors open rebated and prepared to receive glass, gauge etc. (without sash bar) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc. sizes of member as specified in SSR part I section & clause 8.24 (a), complete all as per specified and as directed by Engineer-in-charge.
48All as per serial item no. 47 as above, but divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars,any numbers of windows, ventilators, etc. are rovided with stiles and rails as specifiedand as directed by Engineer-in-charge.
49S&F 2nd class hardwood in plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as per specified and as directed by Engineer-in-charge.
50S&F soild PVC Door frame of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube, fixing in opening as per specification and drawing including taking down old unserviceable frame along with shutter, complete all as per specified and as directed by Engineer-in-charge.
51S&F Factory Made Solid PVC Moulded Door Shutter, 28 to 30 mm thick (stiles),with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm Plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing, complete all as per specified and as directed by Engineer-in-charge.
52S&FAnodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc., complete all as per specified and as directed by Engineer-in-charge.
53S&F Anodised aluminium powder coating door shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, handles 2 Nos in each doors, hinges anodised alumnium snap beading, screws etc., complete all as per specified and as directed by Engineer-in-charge.
54S&F Anodised aluminium powder coating, window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.), hinges type B-21 100mm long (2 no.) suitable handle (1 no.), complete all as per specified and as directed by Engineer-in-charge.
55S&F stainless steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks or galvanized wire staples, complete all as per specified and as directed by Engineer-in-charge.
56S&F in repair stainless steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks or galvanized wire staples, complete all as per specified and as directed by Engineer-in-charge.
57Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as per specified and as directed by Engineer-in-charge.
58S&F 3 mm thick Sheet glass, ordinary quality in squares not exceeding 0.5 Sqm in each pane fixed with cut & mitred beads, complete all as per specified and as directed by Engineer-in-charge.
59S&F 125 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge.
60S&F 150 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge.
61S&F 100 mm long Stainless steel butt hinges medium weight clod rolled and fixed, complete all as per specified and as directed by Engineer-in-charge.
62S&F 75 mm long Stainless steel butt hinges medium weight clod rolled and fixed, complete all as per specified and as directed by Engineer-in-charge.
63S&F 150 mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge.
64S&F 75 mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge.
65S& F 300 mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast Aluminium alloy, complete all as per specified and as directed by Engineer-in-charge.
66M&L for preparation of new or previously untreated wood and wood based surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Synthetic enamel paint (Ordinary tint) over a coat of pink primer, complete all as per specified and as directed by Engineer-in-charge.
67M&L for preparation of newly untreated wood or wood based surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying twocoat of Synthetic Enamel paint over a coat of pink primer, complete all as per specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule "A"/BOQ.
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