REPAIRS TO JAFRI, PILLAR, KERB STONE, IRON SHED AND PCC CHEQUERED TILES UNDER AGE BR_III OF GE (A) JAISALMER

Amount

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 demolition of old Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified and directed by Engineer-in-charge.

Dismantling 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 specified and directed by Engineer-in-charge.

Demolition of cement concrete unreinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance complete all as specified & directed by Engineer-in-charge.

M&L for 25mm thick PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in floors & finishing the surface even & fair without using extra cement complete all as specified & directed by Engineer-in-charge.

M&L for Virified Ceramic tiles 10 mm thick (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 laid over and including 15mm thick screed bed or bedding layer of cement mortar in CM 1:6 for laying floor finish complete all as specified & directed by Engineer-in-charge.

M&L for Non - skid Ceramic Exterior grade tiles 9 to 10 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified & directed by Engineer-in-charge.

Dismantling stone slabs and tiles of any description or thickness in floors, laid dry and layed dry and pointed etc. complete all as specified & directed by Engineer-in-charge.

M&L Machine cut kota stone slab flooring 20- 25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete 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 75 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base of flooring/ hard standing path & finishing the surface even & fair without using extra cement complete all as specified & directed by Engineer-in-charge.

M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. Note :- (i) Pattern of interlocking tile to be rubber moulded or equivalent as approved by GE. (ii) Rate quoted by the contractor shall deemed inclusive of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) packing and finished even and fair to the sides of pavement.

M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, With mixture of With white and grey cement in equal proportion and no pigment jointed and pointed in neat cement slurry in floors complete all as specified & directed by Engineer-in-charge.

M&L for providing, precast cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) set in cement mortar (1:4) in window or door cills, lintels, bressummers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc.(of any section indicated), with plain fair faces, including chamfers weatherings, throating etc. and setting in mortar complete with joints to match complete all as specified & directed by Engineer-in-charge.

M&L for 100 mm thick Cement concrete type B 2, 1:2:4 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified & directed by Engineer-in-charge.

Taking down cement or cement lime plaster, any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc and removal of rubbish off the premises and leaving the work clear of any plastering complete all as specified & directed by Engineer-in-charge.

M&L rendering 15mm thick in 1:6 cement plaster on fair faces of brick work or concrete surfaces is to be finished even and smooth (without using extra cement) complete all as specified & directed by Engineer-in-charge.

M&L rendering 15mm thick in 1:4 cement plaster on fair faces of brick work or concrete surfaces is to be finished even and smooth (without using extra cement) complete all as specified & directed by Engineer-in-charge.

Demolition of brickwork or stone/block masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework complete all as specified and as directed by Engr-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 (1:4) 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) 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.

Material and labour for flush pointing to squared rubble mansonry, uncoursed or brought upto courses in CM 1:3 complete all as specified & directed by Engineer-in-Charge.

M&L for preparation of new surface applying two coat of oil bound distemper over a coat of chalk whiting / putty complete all as specified & directed by 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 white cement as primer all as specified & directed by Engineer-in-charge.

Taking down chowkhats or frame with shutters (w/o taking off shutters from the frame) n. exc 1.5 sq. m each complete all as specified & directed by Engineer-in-charge.

Taking down chowkhats or frame with shutters (w/o taking off shutters from the frame) exc. 1.5 Sqm and n. exc 4 Sqm each complete all as specified & directed by Engineer-in-charge.

S&F Powder coated Aluminium anodised frame for doors, windows and ventilators with one or more rebates including joining cleat for fixing etc complete all as specified & directed by Engineer-in-charge.

S&F Powder coated 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, anodisedaluminium 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 Powder coated Anodised aluminium door shutters, aluminium section 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 5.5mm thick sheet glass, ordinary quality and glazing in squares exceeding 0.5 Sqm in each pane complete all as specified & directed by Engineer-in-charge.

S&F Prelaminated particle board, thickness 9mm interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work complete all as specified & directed by Engineer-in-charge.

S&F Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement complete all as specified & directed by Engineer-in-charge.

S&F in repair Aluminium (Die cast) body door closer hydraulically regulated, desigantion No. 3, universal type, Suitable for door shutters of 851 to 1000mm in width and weight between 61to 80Kg complete all as specified & directed by Engineer-in-charge.

M&L for Double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminium alloy sheet foundation box, main body with stainless steel cover,governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified & directed by Engineer-in-charge.

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

S&F Pressed steel frames of size 105X 60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete all as specified & directed by Engineer-in-charge.

S&F 35mm thick second class hard wood factory made plain framed panelled shutter any number of panels of timber flate on both sides, with lock rail and panel of 9mm BWP commercial ply or 12mm veneered partical board with commercial veneering on both faces the size of rail and stile as per IS 1003 (Part-I) kiln seasoned and chemically pressed treated complete all as specified & directed by Engineer-in-charge.

S&F 35mm thick second class hard wood factory made glazed and skelton shutter and open rebated and prepared to receive glass, gauge etc (without sash bars), edges or framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of shutter as specified in SSR Part I section 8 clause 8.24 (a) supplied and fixed to chowkats complete all as specified & directed by Engineer-in-charge.

S&F Stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified & directed by Engineer-in-charge.

M&L for preparing new or previously untreated wood and wood based surfaces of any description otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint (Ordinary tint) over a coat of pink primer complete all as specified & 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 thick Gypsum board, in ceiling fixed with screw as per manufacturers instructions and including dismantling boarding, any description, fixed in any position with nails 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 & Fibre board complete.

S & F Solid PVC Wall Lining consisting of 5mm thick wood grain printed PVC sheet used instead of plain colour sheet inclusive of solvent cement and fixing at site on PVC frame work incl taking down of existing Wall lining and similar work as per specifications and drawing 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 specified & directed by Engineer-in-charge.

M&L for rolling shutter any type (push pull or manual or gear operated) after opening hood cover and with or without taking down rolling shutter by cleaning greasing oiling and replacement of bearing, retainer plate, hanger, endplate and rusted nut bolts including welding as requires for smooth function for area n exc 5 Sqm each complete all as specified & directed by Engineer-in-charge.

M&L for rolling shutter any type (push pull or manual or gear operated) after opening hood cover and with or without taking down rolling shutter by cleaning greasing oiling and replacement of bearing, retainer plate, hanger, endplate and rusted nut bolts including welding as requires for smooth function for area exc 5 Sqm each 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 for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete all as specified & directed by Engineer-in-charge.

S& F for mild steel work post 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 & directed by Engineer-in-charge.

S & F for mild steel round bars 10mm dia and over, cut to length, bent 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 quality confiorming to round bars Fe-410-W (Gde.E-250) quality A- or Fe 290 (Gde-E-165) complete all as specified & directed by Engineer-in-Charge.

Supply only chain link MS galvanised fencing, any size or type 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.

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

S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 15cm but not.exc 22.5 cm long, diameter of neck 11 to 15mm complete all as specified & directed by Engineer-in-charge.

S&F in repair galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified & directed by Engineer-in-Charge. Note :- Eeach line wire to be measured.

M&L for Preparation of new steel surfaces of any description over 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc complete all as specified & 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 including dismantling (AC corrugated , semi corrugated etc) AC sheets in roof coverings complete all as specified & directed by Engineer in charge.

S&F in repair MS powder coated drapery rod 25mm dia decorative manner all as per sample and complete all as specified & directed by Engineer in charge.

S&F for Brackets powder coated fancy type for drapery rod complete all as specified & directed by Engineer in charge.

S&F in repair 300mm, ordinary rat tail rod pattern springs, including roller and rooler plate complete including welding if required for fixing in case of pressed steel chowkat complete all as specified & directed by Engineer in charge.

MARUDHARA CONSTRUCTION COMPANY

GEMRARAMCONTRACTOR

M/S SHRINARAYAN MEENA

M/s Ramniwas Bishnoi

M/S R B CONSTRUCTIONS

Bhawani Constructions

AMBEY MAA CONSTRUCTION COMPANY

Aman Enterprises