REPAIR TO ROOF, FALSE CEILING, SHEDS AND CERTAIN BR WORKS IN VARIOUS UNITS UNDER ZONE-I AREA AT MIL STN JAISALMER

Amount

Demolition of cement concrete (un reinforced) in ground floors and pavings n.exc 15 cm thick (below or above ground level) & removing rubbish out side MD land complete all as specified & directed by Engineer-in-charge.

M&L for 25 mm thick Cement concrete 1:2:4 Type B1 using 20mm graded stone aggregate as in flooring or mass concrete complete all as specified and as directed by the Engineer in Charge.

Dismantling of floor hearth or wall tiling including cement mortar bedding (but not backing, removing serviceable tiles) complete all as specified and directed by Engineer-in-charge.

M&L for non skid ceramic coloured tiles of size 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.11 Sqm but not exceeding 0.18 Sqm, as in floors etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles laid over and including screed bed or bedding layer of 15mm thick in CM (1:6) complete all as specified & directed by Engineer-in-charge.

M&L for ceramic tiles exterior grade 300 x 300 x 10mm set and jointed in neat cement slurry and pointed in coloured cement to match laid over and including screed bed 15mm thick in CM (1:6) and roughening of exc concrete surfaces complete all as specified & directed by Engineer-in-charge.

S&F glazed ceramic coloured tiles of size 450mmx300mmx 7mm thick (Joint free) on vertical surface such as skirting, dados, risers to steps etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles laid over and including 10mm thick rendering in CM 1:4 as backing coat etc complete all as specified and directed by Engineer-in-charge.

M&L light shade, vitrified ceramic tiles, 10mm thick (minimum), (square/ rectangular) polished, area of each tiles not exceeding 0.36 Sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles laid over and including 15mm thick screed bed or bedding in CM (1:6) complete all as specified and directed by Engineer-in-charge.

M&L light shade, vitrified ceramic tiles, 10mm thick (minimum), (square/ rectangular) polished, area of each tiles not exceeding 0.36 Sqm, on vertical surface as in skirting/dado etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour tiles laid over and including 10mm thick rendering in CM 1:4 as backing coat etc complete all as specified and directed by Engineer-in-charge.

Demolition of Brickwork or stone/ boulder masonry and built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified & directed by Engineer-in-charge.

M&L for precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar 1:6 complete all as specified & directed by Engineer-in-charge.

M&L for rendering 15mm thick on brickwork or concrete on wall surfaces in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified and directed by the Engineer in Charge.

M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified & directed by Engineer-in-charge.

M&L for plain cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as specified & directed by Engineer-in-charge.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone complete all as specified & directed by Engineer-in-charge. Note :- Serviceable stone obtained from demolition shall be used.

Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified & directed by Engineer-in-charge.

M&L for keyed pointing in cement mortar (1:4) to squared rubble masonry, Jodhpur type, coursed or un coursed all as specified & directed by Engineer-in-charge.

Taking down cement plaster of any description on stone or brick walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by the Engineer in Charge.

M&L for rendering 5 mm thick on fair faces faces of brick work or concrete surfaces of ceilings in cement plaster 1:3 & finished the surface even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge.

M&L for rendering 15mm thick on brickwork or concrete on wall surfaces in cement mortar 1:4, mixed with WPC finished fair and even complete all as specified and directed by Engr-in-Charge. Note :- Supply only WPC will be measured & paid seperately).

M & L preparation of new plastered surfaces and applying three coat of white wash on ceiling complete all as specified & directed by Engineer-in-charge.

M&L for preparation of new plastered surfaces of walls and apply two coats of distempering oil emulsion over a coat of primer complete all as specified & directed by Engineer-in-charge.

Taking down shutters of any description exceeding 1.00 Sqm but not exceeding 2.00 Sqm each complete all as specified & directed by Engineer-in-charge.

Taking down chowkats or frames (without taking off shutters from the frames) area exceeding 1.5 Sqm but not exceeding 4 Sqm each including making good the disturbed surface in PCC 1:2:4 type B-0 (using 12.50 mm graded stone aggregate) or CM 1:3 and to match with existing specifications complete all as specified and directed by Engineer-in-charge.

S&F pressed steel door frame for doors made out of 1.2 mm thick sheet with one or more rebates incl necessary fixing lugs , hinges ,lock strike plate , etc size 105x60 mm complete all as specified & directed by Engineer-in-charge.

S&F pressed steel door frame for doors made out of 1.2 mm thick sheet with one or more rebates incl necessary fixing lugs , hinges ,lock strike plate , etc size 125x60 mm complete all as specified & directed by Engineer-in-charge.

S & F factory made second class hard wood plain framed panelled shutters 35mm thick with panels of timber flat on both sides (feather edged) or of veneered particle board medium density wood particle tone veneers, fixed to chowkhat complete all as specified & directed by Engineer-in-charge.

S & F Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats second class hard wood 35mm thick for door shutter complete all as specified & directed by Engineer-in-charge.

M&L for preparation of new painted wooden surfaces of any description not other wise described over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of pink primer complete all as specified & directed by Engineer-in-charge.

S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing complete all as specified and directed by Engineer-in-charge.

S&F Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm 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 complete all as specified and directed by Engineer-in-charge.

S&F 150mm long aluminium anodized, barrel tower bolt of extruded section complete all as specified and directed by Engineer-in-charge.

S&F 100 mm size Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21 complete all as specified & directed by Engineer-in-charge.

S&F 125 mm size aluminium handle, cast type, anodiesed complete all as specified & directed by Engineer-in-charge.

S&F, 300mm long mild steel sliding door bolts plate type, stove enameled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified & directed by Engineer-in-charge.

Dismantling/Demolition of existing roof terracing of cement/brick concrete(un-reinforced) and existing water proofing treatment of any thickness in any position on top of roof of building, cleaning surface of roof with brush/mechanical brush and with water throughly to romove all dust/dirt and loose particles to expose bare concrete roof slab and romoval of rubbish/demolished material out side MD land complete all as specified and as directed by the Engineer in Charge. Note : Demolition should be done by chiselling.

M&L for PCC (1:2:4) B-0 (using 12.5 mm graded stone aggregate) as in levelling padding course over RCC roof surface including rounded or chamferred on edges etc., with approved water proofing compound all as per manufacturer's instructuions on the roof surface to achieve requisite slope all as specified and directed. (Note :- Supply only water proofing compound shall be measured & paid separately).

Supply only Liquid water proofing compound complete all as specified and as directed by the Engineer in Charge.

M&L for providing APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application incl applying evenly bitumen tack coat primer of industrial bitumen 85/25 at the rate of 1.2 kg per sq.m including cleaning surfaces and laying over finished surface with screed of 25mm thick CM 1:4 with water proofing compound complete all as specified with the following specifiations :-

(a) Cleaning existing surface properly. (b) Apply oil bound bitumen primer @ 0.40 lit/Sqm manufactured by the same agency as that of APP with a density of 0.87 -0.89 Kg/Lit at 25 Degree Centigrade on the prepared dry roof surface. (c) Providing and Laying APP modified water proofing membrane reinforced with non wooven polyster matt with physical propertities as under :- (i) Membrane weight >3.6 Kg/Sqm. (ii) Net wooven polyster weight >160 gm/Sqm (iii) Softening point of membrane > 150o C (iv) Joint Tensile strength Longitudiual > 650 Sq Cm at 230o C & Transverse > 450/ Sq cm (v) Tear strength - Longitudual > 300 N & Transverse > 250 N Direction (vi) Elongation > 30 % (vii) Impermeability under water pressure > 3 Kg/Sq cm Note:- APP membrane shall be laid using butane torch by Torch application with minimum 10 cm side overlap and 15 cm end lap. The laying of membrane shall be got done through authorised applicator of manufacturer of membrane. (d) Over the membrance provide a finishing with solar reflective bituminous aluminium paint @ 0.1 Kg/Sqm as prescribed by manufacture of membrane

Dismantling of Ceiling Board of any description and any thickness including Cover Fillets, Cornices, etc complete all as specified and directed by Engineer-in-charge.

S&F anodised aluminium snap grid frame work 605x605mm for false ceiling and hangers 6mm dia, GI (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40x3mm size 60mm long and expansion hold fastener 12.5mm dia 40mm long including 12 mm Gymsum board, exterior grade with screws complete all as specified and directed by Engineer-in-charge. Note :- (i) Main tee, cross tee shall be 35x25x1.5mm & 25x25x1.5mm respectively. Angle at end all along the walls shall be 40x25x2mm. (ii) Rate quoted by the contractor shall deemed to inclusive of frame work & ceiling board complete.

M&L for preparation of newly plastered Surfaces of any description over 10cm girth or width, not otherwise described and applying two coat of plastic emulsion over a coat of primer and 1mm wall care putty all around to achieve smooth finish complete all as specified and directed by Engineer-in-charge.

S&F solid PVC wall lining consisting of 5mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specification and drawing including taking down of existing wall panelling and similar work complete all as specified & directed by Engineer-in-charge.

S&F 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing complete all as directed by Engineer-in-charge.

S&F Pre painted Galvalume aluminium zinc coating GI based corrugated steel sheet/ semi corrugated 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall fixed with self tapping screws and including dismantling existing roof sheeting complete all as specified & directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description specifically provided for gates, staircase railings, framed truss etc complete all as specified & directed by Engineer-in-Charge.

S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming to Fe 410-W (Gde E-250 quality-A) complete all as specified & directed by Engineer-in-charge.

M&L, two coats of synthetic enamelled paint over a coat of red oxide primer including preparation of new steel/iron surfaces n exc 10cm width or girth.complete all as specified & directed by Engineer-in-charge.

S&F door or window frame of any description with aluminum sections, coloured powder coating not less than 50micron, and fixing in positions including all necessary cleats, lugs, beading, and jointing arrangements, complete all as specified & directed by Engineer-in-charge.

S & F Anodised aluminium door shutters aluminium section coloured powder coating not less than 50micron,weighing 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified & directed by Engineer-in-charge.

S & F Anodised aluminium 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 specified & directed by Engineer-in-charge.

S&F for 4.8mm thick Sheet glass, ordinary quality and glazing with oil putty or rubber beading in aluminium work in squares exc 0.5 sq. m in each pane complete all as specified & directed by Engineer-in-charge.

S&F 9 mm thick prelaminated particle board exterior grade,prelaminated both sides with decorative choice lamination fixed in glazing for doors complete all as specified & directed by Engineer-in-charge.

S&F in repair 4 lever mild steel mortice lock, vertical type, size 100 mm complete all as specified & directed by Engineer-in-charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground on concrete, brickwork, masonry etc. and removing of demolished materials outside MD land complete all as specified & directed by Engineer-in-charge.

Dismantling fencing wire mesh of any type complete all as specified & directed by Engineer-in-charge.

M&L for plain cement concrete CC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified & directed by Engineer-in-charge.

S&F mild steel Round bars 10mm dia & over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips conforming to Fe-410-W Gde E-250 quality-A complete all as specified & directed by Engineer-in-charge.

Supply only chain link MS galvanised fencing of size100 x 100 mm and 10mm guage complete all as specified and directed by Engineer-in-charge. Note :-Fixing only chain link fencing, steel round bars for protection will measured and paid separately.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire complete as specified & directed by Engineer-in-charge. Note :-Supply only chain link fencing will measured and paid separately.

S&F rolled mild steel in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-charge.

S&F MS screw bolts (Machine made) having diameter of neck 11 to 15mm with hexagonal or square heads at one end and screwed the other, or screwed both ends each screwed ends to be fitted with washers and one hexagonal or square but, exc 5cm but n exc 10 cm long complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge.

M & L Providing PCC type C1 (1:3:6) using 20mm graded aggregate in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts baluster (100mmX100mm-required height), boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match complete all as specified & directed by Engineer-in-charge.

M&L for 35mm thick precast cement concrete louvers and jallies type C-0 (1:3:6) using 12.50mm graded aggregate (measured solid), including all mouldings but excluding frame, set in cement mortar 1:4 including dismantling Trellis work (Jafri) one way, including taking as under of battens in trellis (posts and rails measured separately) complete all as specified & directed by Engineer-in-charge.

M/S MAYA CONSTRUCTION COMPANY

M/S RAJASTHAN LABOUR SERVICE

M/S TANUSHREE CONSTRUCTION COMPANY

Leelashah Enterprises

BHAGWATI CONSTRUCTION

M/s Shri Inder Construction Company