REPAIR MAINTENANCE OF ELECTRICAL AND WATER SUPPLY INSTALLATION, FENCING, HARD STANDING SHEDS AND GATES AT NIMU AND NURLA MIL STN UNDER AGE(I) NIMU

Amount

Taking down chowkats with shutter (without taking off shutter from the frame) not exc 1.5 Sqm each complete all as specified and directed by Engr-in-Charge.

Taking down Chowkhats or frames exc 1.5 Sqm but not exc. 4 sq. m each (without taking off shutters from the frames)complete all as specified and directed by Engr-in-Charge.

Taking down shutter of any description n.exc 1 sqm each complete all as specified and directed by Engr-in-Charge.

Taking down shutter of any description exc 1 sqm and n.exc 2 sqm each complete all as specified and directed by Engr-in-Charge.

S&F in repairs of plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints in 2nd Class Hardwood (KAIL) complete all as specified and directed by Engr-in-Charge.

M&L in repair for 35 mm thick of 2nd class hardwood Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers to chowkats for doors complete all as specified and directed by Engr-in-Charge.

M&L in repair for 30 mm thick of 2nd class hardwood Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers to chowkats for doors complete all as specified and directed by Engr-in-Charge.

S&F 100mm long, mild steel butt hinges, medium weight, cold rolled complete all as specified and directed by Engr-in-Charge.

S&F in repair 100mm long, mild steel butt hinges, medium weight, cold rolled complete all as specified and directed by Engr-in-Charge.

S&F 150mm long extruded aluminium alloy handles, fabricated type 'D' , anodised complete all as specified and directed by Engr-in-Charge.

S&F 150mm long extruded aluminium alloy handles, fabricated type 'D' , anodised complete all as specified and directed by Engr-in-Charge.

S&F 300 mm 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 and fixed complete all as specified and directed by Engr-in-Charge.

S&F in repairs 300 mm 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 and fixed complete all as specified and directed by Engr-in-Charge.

S&F 150mm long Aluminium anodised barrel tower bolt (ISI marked) of extruded section and fixed complete all as specified and directed by Engr-in-Charge.

S&F in repair 150mm long Aluminium anodised barrel tower bolt (ISI marked) of extruded section and fixed complete all as specified and directed by Engr-in-Charge.

M&L in repair for 30mm thick of 2nd class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. devided in squares in plain, chamfered or rounded. mittered and rebated with sash bars and providing in windows, ventilators and stiles and rails etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a) complete all as specified and directed by Engr-in-Charge.

S&F 75mm long (ISI Marked), mild steel butt hinges, medium weight, cold rolled complete all as specified and directed by Engr-in-Charge.

S&F in repair 75mm long, mild steel butt hinges, medium weight, cold rolled complete all as specified and directed by Engr-in-Charge.

S&F 100mm long Aluminium anodised barrel tower bolt (ISI Marked) of extruded section and fixed complete all as specified and directed by Engr-in-Charge.

S&F in repair 100mm long Aluminium anodised barrel tower bolt (ISI Marked) of extruded section and fixed complete all as specified and directed by Engr-in-Charge.

S&F 100mm long extruded aluminium alloy handles, fabricated type 'D' , anodised complete all as specified and directed by Engr-in-Charge.

S&F in repair 100mm long extruded aluminium alloy handles, fabricated type 'D' , anodised complete all as specified and directed by Engr-in-Charge.

S&F in repairs 3 mm thick 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 Engr-in-Charge.

Hacking 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 area exc 1.5 sqm complete all as specified and directed by Engr-in-Charge.

S&F galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed by Engr-in-Charge.

S&F in reapir for galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed by Engr-in-Charge.

M&L painting on wooden surface over 10 cm width or girth including preparation of new or previously untreated surface and applying two coats of synthetic enamel paint over a coat of pink primer including filling with filler if required complete all as specified and directed by Engr-in-Charge.

M&L painting on wooden surface over 10 cm width or girth including preparation of old surface and applying one coat of synthetic enamel paint including filling with filler if required complete all as specified and directed by Engr-in-Charge.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in hard/ dense soil for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed by Engr-in-Charge.

M&L Cement concrete type D2 1:4:8 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engr-in-Charge.

S&F in repair for mild steel TMT 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 complete all as specified and as directed by Engr-in-Charge.

S&F in repair for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , 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 complete all as specified and as directed by Engr-in-Charge.

Demolition of RCC Concrete of any description in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engr-in-Charge.

M & L in repair for RCC 1:2:4 (Nominal Mix(20mm graded crushed stone agg) as in foundations, indl rafts, footing foundation beams, plinth beams bases for columns, etc: basement slabs, under reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge.

M&L in repair for RCC 1:2:4 ( Nominal mix )(12.50mm graded crushed stone agg) as in columns, pillars, posts complete all as specified and directed by Engr-in-Charge.

Use and waste of formwork (square, rectangular or polygonal) to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface complete all as specified and as directed by Engr-in-Charge.

Use & waste of Formwork (square, reactangular or polygonal ) to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface complete all as specified and as directed by Engr-in-Charge.

M&L for Rendering 5mm thick on fair faces of RCC or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

M&L preparing new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed by Engr-in-Charge.

M&L for Cement Concrete , 1:2:4, type B1 (20mm graded aggregate) as in lintel upto 1.50 m span, cills, steps, seismic and other silmilar bands, plinth courses, sring courses,lacing courses, parapets and railings upt 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troghs and the like including weathering, slightly rounded or camphered angles and throating, complete all as specified and as directed by Engr-in-Charge.

S & F in repair of structural framed steel work, Fe-410-W (Gde-E-250) quality B as in Gates, with gusset plates,grill for window complete drilled for fixing of steel sheeting or other covering etc to be prepared for hanging or sliding with and including either hooks and hinges or steel handing door fittings (Exclusive or steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete all as specified and as directed by Engr-in-Charge.

M&L painting on steel surface over 10 cm width or girth including preparation of new or previously untreated surface and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-in-Charge.

Returning , filling in , incl spreading , levelling, watering and well ramming in layers n. exc 25 cm in hard/ dense soil complete all as specified and directed by Engr-in-Charge.

Removal of excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.

Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, ashlar facings, dressed stonework, precast concrete articles and precast concrete block walling complete all as specified and directed by Engr-in-Charge.

M&L for Pre-Cast cement concrete block masonary type C1 1:3:6 (20mm graded crushed stone aggregate ) with solid block exc 10 cm in width and set in Cement Mortar (1:4) complete all as specified and directed by Engr-in-Charge.

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

M&L for Rendering 10mm thick on fair faces of brickwork or concrete surfaces in cement mortar (1:6) and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

M&L for Rendering 15mm thick on fair faces of brickwork or concrete surfaces in cement mortar (1:4) with WPC and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. Note : WPC will be measured and paid separately.

M&L preparing new plastered surfaces and applying two coat of distemper oil emulsion over one coat of primer on walls complete all as specified and directed by Engr-in-charge.

M&L preparing new plastered surfaces and applying two coat of cement base paint over a coat of primer on walls complete all as specified and directed by Engr-in-charge.

Dismantling fencing wire mesh, any type complete all as specified and directed by Engr-in-Charge.

Supply and fixing in repair of MS galvnised steel wire of mesh (100x100) and size of wire thickness 3-4mmsize or type made up into matteress or cages,lapped wired and laid in position including closing after filling including fixing to steel post by welding etc all as specified and directed by Engr-in-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground (Posts embedded in natural ground) complete all as specified and directed by Engr-in-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground.(Posts embedded in concrete, brick work, masonry etc) complete all as specified and directed by Engr-in-Charge.

Exavation in post holes in hard/dence soil (for similar holes) each n.exc 0.5 cum, getting out, returning,filling in and remming each of broken rubble mixed with earth aroundin layers not exc 25cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface complete all as specified and as directed by Engr-in-Charge.

Cement concrete PCC 1:2:4 type B2 (40mm graded crushed stone aggregate) as in fdn/ sub base of posts all spd and directed complete all as specified and directed by Engr-in-Charge.

S&F in repair mild steel work in 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 Engr-in-Charge.

S&F in repair of mild steel tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe 290 Gde-E-165 complete all as specified and directed by Engr-in-Charge.

Supply and fixing in repairs of mild steel round bars 10 mm dia and over, cut to length , bent to shape required including cranking , bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire ( annealed ) not less than 0.9mm dia ,or securing with clips of Fe-410W(Gde.E250) quality -A or Fe290(Gde-E-165) complete all as specified and directed by Engr-in-Charge.

M&L for prepration of new or priviously untreated steel surface n.exc. 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engr-in-Charge.

M&L for preparing surfaces of wood and wood based materials, steel and iron work, new or old, of any description and girth, not otherwise described, and treated with tar or coal tar black paint treating ends of posts, backs of chowkats, etc., area tarred exc 0.1 sq. m but n exc 0.5 sqm each complete all as specified and directed by Engr-in-Charge.

Dismantling of plain or corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified and directed by Engr-in-Charge.

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

S&F in repairs Pre-painted galvalume aluminum zinc coating GI based Plain 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 complete all as specified and directed by Engr-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed by Engr-in-Charge.

S&F in repairs of steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engr-in-Charge.

S&F in repair for plate (plain /chequered) channels,square cut or notched (ordinary and countersunk) forming holes,without any attachment Fe 410-W (Gde - E - 250) Quality 'A' complete all as specified and directed by Engr-in-charge.

S&F in repair for Roof trusses(framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beams, tee, angle, channel or flat sections) including distance piece, cleats etc Fe 410-W (Gde - E - 250) Quality 'A' complete all as specified and directed by Engr-in-charge.

Demolition of Concrete in ground floors and pavings n exc 15 cm thickness un-reinforced (below or above ground level) complete all as specified and as directed by Engr-in-Charge.

M & L in repair of 75mm thick Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in fdn and subbase to received top layer complete all as specified and as directed by Engr-in-Charge.

M&L 40mm thickness PCC 1:2:4 type B-1(20mm graded aggregate) as in floor and paving complete all as specified and directed by Engr-in-Charge.

M&L in repair of 75mm thickness PCC 1:3:6 type C-2 as in plinth protection and paving, complete all as specified and directed by Engr-in-Charge.

Demolition of concrete (PCC) of any description and in any position not otherwise specifically provided for Cement concrete (unreinforced) complete all as specified and directed by Engr-in-Charge.

M&L for 25 mm thick sand filling (crushed sand) under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge.

M&L for Machine pressed precast conctete interlocking paver block 60mm thick any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed by Engr-n-Charge.

Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished surface complete all as specified and as directed by Engr-in-Charge.

M&L RCC 1:2:4 type B1 (using 20mm graded aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engr-in-Charge.

Credit Note:- The accepted amount will arrived after deducting the sch of credit i.e. 71,183.00 as tender page number 38.

CHHIRPON BUILDERS

M/S TRADE LINK