Maint of structure and repairs to drain and certain B R works at Mil Station Fazilka

Amount

Taking down chowkats or frame with shutters(without taking off shutters from the frame not exceeding 1.50 sqm each & removing to store all as specified and directed by Engineer - in-Charge.

Taking down chowkats with shutters(without taking off shutters from the frame exceeding 1.50 sqm each but not exceeding 4 sqm) removing to store all as specified and directed by Engineer - in-Charge.

S&F PVC door frame of size 50x47mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube supplying and fixing in opening as per specification and designs

Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing.

S&F stainless steel handle 125 mm long

S&F Stainless steel barrel tower bolt of extended section and fixed 150 mm long

S&F 100mm long butt hinges Stainless steel hinges pin, anodised and fixed

S & F pressed steel door frames with one or more rebates including necessary fixing lungs hinges lock strike plate etc complete all as specified size of frame 125 x 60mm all as specified and directed by Engineer - in - Charge .

S & F pressed steel door frames with one or more rebates including necessary fixing lugs hinges lock strike plate etc complete all as specified size of frame 105X60mm complete all as specified and directed by Engineer-in-Charge.

S & F Flush shutters, 35mm thick, solid core construction, with block board core and plywood face panels, commercial type on both sides as per SSR Part – I all as specified.

S&F 35mm thick 2nd class hard wood glazed Skelton shutters open rebated and prepare to receive glass gauges etc without sash bars edges of gramng plain chamfered or rounded fluted without and mixed beads for securing gases etc size of chambers as specified in SSR Part I sector 8-20 (a) fitted to chowkat.

S&F stainless steel pressed handles oval type 150mm size

S&F stainless steel barrel tower bolt 200mm long

S&F Stainless steel sliding door bolt 300 mm long plate type with bright bolt not less than12mm dia.

M&L preparing surface of wood and wood based surface new on any description not other wise described over 10cm with or girth and applying two coat of synthetic enamel paint over a coat of pink primer .

S&F in repair MS 300mm ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by Engineer-in-Charge.

S & F in repair steel window 1.25 mm thick Box type (primer coated) ERW hollow P section of size 60 mm x 25 mm single rebated comprises gauged and glazed both Skelton shutter ERW Section 50 mm x 20 mm and 1 mm thick with two open able leaf consisting two Nos of sash bars of flat iron 12 mm x 3 mm complete welded to frame with one vertical mullion of ERW box type T section of size 60 mm x 25 mm and 1.25 mm thick including cutting holes and making good dismantled portion in PCC (1:2:4) type B-1 four Nos for each window including following fitting welded to the frame shutter : (a) Hold fast 150 mm long of 12 mm x 3 mm made to shape - 04 Nos per window. (b) Handle of Z section 20 mm x 25 mm, 100 mm long 1 Nos per leaf. (c) MS tower bolt 150 mm long - 2 Nos per leaf. (d) MS pintol hinges of size 100 mm x 14 mm - 2 Nos per leaf. (e) Z section 20 mm x 25 mm x 100 mm long stopper per leaf complete all as specified and directed by Engineer-in-Charge. Note : Wire mesh, glass and painting shall be measured & paid separately under appropriate item(s) of BOQ.

S & F in repair steel ventilators fixed type 1.25 mm thick Box type (Primer coat) ERW hollows P section of size 60 mm x 25 mm single rebated optional full glass or wire mesh.

S&F for guard square bars (primer coated) with 25mm x 3mm thick MS flat all round the frame of window / ventilator complete all as specified and directed by Engineer-in-Charge. Note : painting shall be measured and paid separately under appropriate item(s) of BOQ.

M&L applying two coats of synthetic enamel paint over a coat of red oxide 0r zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed by Engineer-in-Charge.

M&L for applying one coat of synthetic enamel paint on old decorated steel surfaces exc 10 cm width or girth including preparation of surfaces , complete all as specified and directed by Engineer-in-Charge by Engineer-in-Charge.

S&F galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanesed wire staples complete all as specified and directed by Engineer-in-Charge.

S&F in repairs galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanesed wire staples complete all as specified and directed by Engineer-in-Charge.

Hacking out old broken glass (any size,thickness,quality or description from metal frame including punching or drilling out old glazing pins/spring clips complete all as specified & directed by Engineer -in-charge.

S & F in repairs 4mm thick sheet glass ordinary quality and glazing with oil putty in square not exceeding 0.50 sqm in each pane all as specified and directed by Engineer - in-Charge.

S & F 4mm thick sheet glass ordinary quality and glazing with oil putty in square not exceeding 0.50 sqm in each panel as specified and directed by Engineer - in-Charge.

S & F 4 mm thick pin headed sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed by Engineer - in-Charge.

Demolition of ashlar facings, dressed stone work, stone slabs or tiles from paving and precast concrete blocks and articles all as specified.& directed by Engineer -in-charge..

M&L 18- 20mm thick granite (of any type ) work (table rubbed and polished ) in cooking platform and like in cm (1:4) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shed of granite.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to stores and and rubbish off the premises.

M & L for glazed ceramic coloured tiles 7mm thick 300 x 450mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over and including 10mm thick cement sand plaster (1:3) complete all as specified and directed by Engineer - in - Charge.

M & L for glazed ceramic coloured tiles 7mm thick 300 x 200mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 10mm thick cement sand plaster (1:4) complete all as specified and directed by Engineer - in - Charge.

M&L Non skid ceramic coloured /printed tiles 7 to 8 mm thick( square /rectangular) area of each tile exc. 0.11 sqm but n. exc, 0.18 sqm and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shade over and incl 15 mm th screed bed in CM 1:6 complete all as specified and directed by Engr in Charge.

M&L cement concrete type B-1, 1:2:4 using 20mm graded stone aggregate as in floors 25 mm thick for tiles all as specified.& directed by Engineer -in-charge..

Demolition of cement concrete ( un re-inforced) of any description in ground floor and pavings Nexc15 cm thickness (below or above GL)

S & F drapery curtain rod, mild steel, powder coated 25mm dia with brackets, knobs, end stops etc all as specified and directed by Engineer - in - Charge .

M&L in repair RCC 1:1. 5:3 type A-1using 20mm graded aggregate as in Chajjas including necessary form work complete upto G+3 storey all as specified and directed by Engineer-In-Charge

S&F mild steel TMT bars 10mm dia and over, in reinforcement cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia including welding to existing old steel bar with lapping in chajja's, slab, facial complete upto G+3 storey all as specified and directed by Engineer-In-Charge

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for.

Demolition of brick work or stone masonry built in cement mortar including all quoins, pillars, arches etc. but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and as directed.

M&L Brick work with old size burnt fly ash bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge .

Shortcreting 25MM thick in RCC columns, beams and slabs etc in layers with approved design mix(minimum cement content of 350 Kg/Cum on M-25) concrete having the specified minimum characteristic compressive strength (with ordinary Portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria) including the cost of centering and shuttering at edges and corners etc as directed by Engineer-in-Charge including Chipping of unsound/weak concrete material 25mm average thickness from slabs, beams, columns etc with manual chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes and thoroughly washing with water and allowing it to dry etc. including removal of rust by applying approved rust removal chemical & the coating with Dr Fixit epoxy zinc primer@6 sqm/ltr at DFT of 100 microns as per specifications and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-Charge. Note : After completion of shorcreting the splash of cement on wall to be cleaned completely.

S & F Hard drawn steel wire fabric not exc 4Kg/Sqm cut to lengths, bent to shape required and typing with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcement all as specified & directed by Engineering-in-Charge.

M & L 5mm thick rendering in CM 1:3 on fair faces of brick work or concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer - in - Charge .

Dismantling plain or corrugated steel sheeting, any gauge, thickness, in roof covering.

S & F rolled mild steel conforming to Fe 410-W (Gde E- 250 ), quality-A, in joist, channel, angle or tee sections, fixed independently, without connecting plates etc (cut to ordinary length i.e. within 20mm of length indicated) complete all as specified and as directed by Engineer-in-Charge.

S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws all as specified and directed by Engineer - in - Charge.

Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-In-Charge Make : Dr Fixit/Fosroc/BASF/STP

M & L for providing and injecting chemical emulsion for post constructional antitermite treatment along external wall where the apron is not provided using chemical emulsion at the rate of 7.50 Ltrs per Sqm of the vertical surfaces of the sub-structure to a depth of 300 mm including excavating channel along the wall and rodding etc. complete all as specified and directed.

M&L 40mm th PCC 1:2:4 type B-1 using 20mm graded aggregate as in flooring, finished even and smooth with using extra cement.

Taking down cement or cement lime plaster from brick walls etc including raking out joints, hacking for key scrubbing down with water etc.

M & L 10mm thick rendering in Cement Mortar 1:3 on fair faces of brick work or concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer - in - Charge .

M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even & smooth without using extra cement all as specified and directed by Engineer - in - Charge .

M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & smooth without using extra cement all as specified and directed by Engineer - in - Charge .

M & L for preparation of newly plastered surface, application of two coats of interior grade wall care putty and preparation of smooth surface by sand paper with mechanical method i.e hand electric grinder and applying two coats of oil bound distemper over one coat of cement primer inclusive all as specified with mechanical method i.e spray gun etc complete all as specified and directed by Engineer - in - Charge .

M & L for removal of old treatment of wall and preparation of surface application of two coats of interior grade wall care putty and preparation of smooth surface by sand paper with mechanical method i.e hand electric grinder and applying two coats of oil bound distemper over one coat of cement primer inclusive all as specified with mechanical method i.e spray gun etc complete all as specified and directed by Engineer - in - Charge .

M & L applying two coats of cement based paint on newly plastered or unplastered wall surface including preparation of surfaces, complete all as specified and directed by Engineer - in - Charge .

M & L for complete removal of existing treatment and applying two coats of cement based paint on old decorated or undecorated wall surface, complete all as specified and directed by Engineer - in - Charge .

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

M & L applying one coat of white wash on old decorated or undecorated ceiling surfaces including preparation of surfaces, complete all as specified and directed by Engineer-in-charge.

M & L for complete removal of existing treatment and applying two coats of white wash on old decorated plastered or unplastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer - in - Charge .

Taking up or down steel tubing of 15 mm bore and connections, including cleaning for re-fixing or removal to store.

Taking up or down steel tubing of 20 mm bore and connections, including cleaning for re-fixing or removal to store.

Supply & fixing mild steel tubes of size 15mm bore (medium grade) galvanised with all fittings and fixed complete to wall all as specified.

Supply & fixing mild steel tubes of size 20 mm bore (medium grade) galvanised with all fittings and fixed complete to wall all as specified.

M & L for preparation of old painted wooden surfaces of any description over 10 cm width of girth not otherwise described and applying one coat of synthetic enamel paint all as specified.

M&L for Roof treatment to RCC roof as follows :- (a) Cleaning the roof surfaces thoroughly using wire brushes to remove sharp projections, cleaning joints,washing,drying and removing all dirt/dust to receive plaster complete. (b) Providing 15 mm thick screed bed or bedding layer of cement mortar (1:4) with WPC, finished even and smooth without using extra cement. (c) Providing one coat of approved bituminous primer @ 100 gms per sqm, over dried plastered surface. (d) Laying 3 mm thick APP membrane,(mineral finish) reinforced with non woven polyster fabric, by torch application. The overlapping while torching shall be 75 mm on longitudinal direction and 100 mm on the transverse direction complete all as specified and directed by Engineer-in-Charge. Makes:-STP, Dr Fixit/ Pidilite,Texas Notes: (i) All joints and change in directions should be covered with cement mortar (1:3) mixed with SBR latex @ 200 ml/bag of cement/ as per site requirement and cured well before laying membrane by torching. (ii) All angles and abuttments should be sealed well with extra care to ensure full bondage. (iii) Water proofing treatment shall be got carried out by approved authorised applicator only.The name of firm shall be got approved from GE before carrying out the work. (iv) The guarantee of treatment shall be for minimum 10 years

M & L applying three coat of white wash on newly plastered or unplastered wall surface including preparation of surfaces, complete all as specified & directed by Engineer-in-Charge.

M & L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls, built in CM 1:4 complete all as specified & directed by Engineer-in- charge.

M&L brick work with sub class' B' bricks(except bricks) of old size, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified & directed by Engineer-in- charge.

Demolition of Trellis work (Jeffry)/ RCC Jallies, including taking as under of battens in trellis in one way complete all as specified & directed by Engineer-in- charge.

M&L 35 mm thick precast Cement concrete 1:2:4, type B-0, louvres and jallies set in cement mortar 1:4 including all mould frame complete all as specified & directed by Engineer-in-charge

M&L 25 mm thick precast Cement concrete 1:2:4, type B-0, louvres and jallies set in cement mortar 1:6 including all mould frame complete all as specified & directed by Engineer-in-charge

M & L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in lintels up to 1.5 m clear span, seismic and other similar bands, benching, coping, bed blocks, apex stones and kerbs etc including use of necessary form work all as specified and directed by Engineer - in - Charge .

M&L Precast RCC 1:2:4 type B1 using 20mm graded stone aggregate as in cover slab,drain cover ,chajjas etc.and similar articles with plain faces set in CM 1:6 complete all as specified and directed by Engineer - in - Charge .

M&L for PCC 1:2:4 type B 1, using 20 mm graded stone aggregate as surface channels and drains incl use of necessary form work all as specified and directed by Engineer - in - Charge .

Excavation in trenches n exc 1.50 m wide and n exc 1.50 mtr in depth for foundation etc getting out in soft/loose soil complete all as specified and directed by Engineer - in - Charge .

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engineer - in - Charge .

Removing excavated material ( soils ) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer - in - Charge .

M & L PCC (1:4:8) using 40mm graded stone aggregate as in foundation filling & mass concrete complete all as specified & directed by Engineer-in-charge.

Running welding in repairs n. exc 6mm thick of metal complete all as specified and 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 strainging bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured).

Supply only 10 mm MS round bars as in line wires complete all as specified and directed by Engineer - in - Charge .

Dismantling of chain link fencing fixed in any position complete all as specified & directed by Engineer-in- charge.

Dismantling of barbed wire fixed in any position 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(Posts embedded in Concrete, brick work,masonry, etc).and making good disturbed ground of any description. Complete all as specified and as directed by the Engineer-in-charge.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil including spreading surplus soil, watering, and removing surplus soil to a distance n exc 50m and making good surface Complete all as specified and as directed by the Engineer-in-charge.

S&F 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 .

Providing Cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and fixing fencing posts Complete all as specified and as directed by the Engineer-in-charge.

Supply only galvanised chain link fencing of 3.25 mm dia mild steel wire , diagonal size 100x100 mm mess including line wire , straining bolt etc and fixing to any type of standarard line wire including securing etc complete ( Note : Line wire 10 mm dia 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 all as specified & directed by Engineer-in- charge.

S&F mild steel bolts 12mm dia , screwed one end & with hexagonal or square nuts n. exc 150mm long complete all as specified and directed by Engineer - in - Charge .

M & L for preparation of old painted brick stone , concrete , plaster surface of any description over 10 cm width of girth not otherwise described and applying one coat of synthetic enamel paint all as specified & directed by Engineer -in-charge.

M & L 75mm thick PCC 1:4:8 , type D- 2, using 40mm graded aggregate as in sub base all as specified and as directed.

S&F machine pressed precast concrete interlocking paver block with grey cement & no pigment, any shape and size confirming to IS 15658-2006 of 80mm thick M-40 grade including and over 25mm thick sand cushion.

RUCHIKA CONSTRUCTIONS