REPAIR TO ROOF SHEETS, FALSE CEILING, JOINERY, FLOORING, OTHER B AND R CONNECTED ITEMS AND REPLACEMENT/ CLEANING OF SEWAGE LINE, MANHOLE, SEPTIC TANK AT HATTIGOR MIL STN UNDER GE RANGIA

Amount

Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 sq. m but not exc. 4.0 sq. m each, complete all as specified and as directed by Engineer-in-charge.

Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each, complete all as specified and as directed by Engineer-in-charge.

Taking down Shutters of any description not exc 1 sq. m each, complete all as specified and as directed by Engineer-in-charge.

Taking down Shutters of any description exc 1 sq. m and not exc 2 sq. m each, complete all as specified and as directed by Engineer-in-charge.

Taking 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.

Demolition 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.

Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and as 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 as directed by Engineer-in-charge.

Dismantling Asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge.

Dismantling boarding, any description, fixed in any position with nails, complete all as specified and as directed by Engineer-in-charge.

Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in-charge.

Dismantling timber scantlings 40 sq. cm and over in section, in any position and in unframed work, complete all as specified and as directed by Engineer-in-charge.

Dismantling timber fillets, rails, posts, rafters, purlins, etc. under 40 sq. cm in section and in unframed work, complete all as specified and as directed by Engineer-in-charge.

Hacking out old broken glass (any thickness, size, quality or description) from wooden/steel frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and as directed by Engineer-in-charge.

M&L for second class hard wood 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 specified and as directed by Engineer-in-charge.

S&F of 35mm thick factory made second class hard wood 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; complete all as specified and as directed by Engineer-in-charge.

S&F of 35mm thick factory made second class hard wood Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides; complete all as specified and as directed by Engineer-in-charge.

S&F of 35mm thick factory made second class hard wood 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 members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); complete all as specified and as directed by Engineer-in-charge.

S&F of 35mm thick factory made second class hard wood Glazed and skeleton shutters, divided into squares and prepared to receive glass, gauze, etc. with plain, chamfered or rounded, mitred and rebated sash bars, any numbers; complete all as specified and as directed by Engineer-in-charge.

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

S&F of Factory Made Solid PVC Moulded Door Shutter With Particle Board Core, 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; complete all as specified and as directed by Engineer-in-charge.

S&F of powder coated (minimum thickness of powder coating 50 micron) anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc., complete all as specified and as directed by Engineer-in-charge.

S&F of powder coated (minimum thickness of powder coating 50 micron) Anodised aluminium door shutters fixed type without sash bar, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, powder coated anodised aluminum snap beading screws etc., complete all as specified and as directed by Engineer-in-charge.

S&F of powder coated (minimum thickness of powder coating 50 micron) 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, powder coated anodised aluminium snap beading, screws, powder coated 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 and as directed by Engineer-in-charge.

S&F of 100 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge.

S&F of 75 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge.

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

S&F of 125 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.

S&F of 150 mm long Extruded aluminium alloy handles, febricated type, anodised, complete all as specified and as directed by Engineer-in-charge.

S&F of 75 mm long Extruded aluminium alloy handles, febricated type, anodised, complete all as specified and as directed by Engineer-in-charge.

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

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

S&F of 3mm 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 as directed by Engineer-in-charge.

S&F of 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 specified and as directed by Engineer-in-charge.

M&L for 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge.

M&L for second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area not exc. 3sqcm, complete all as specified and as directed by Engineer-in-charge.

M&L for second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 3sqcm but not exc.6sqcm, complete all as specified and as directed by Engineer-in-charge.

M&L for second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 6sqcm but not exc.13sqcm, complete all as specified and as directed by Engineer-in-charge.

M&L for second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 13sqcm but not exc.25sqcm, complete all as specified and as directed by Engineer-in-charge.

M&L for 20mm thick second class hard wood boarding in roofs, ceilings, partitions, facia, barge, soffit, etc., (any situation except flooring/ skirting) clean swan with butt joints fixed with nails, complete all as specified and as directed by Engineer-in-charge.

M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, complete all as per specified and as 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 and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing GI wire netting 0.90mm dia and 12mm 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.

M&L for Rendering 10mm thick in cement morter 1:6 on the ‘other’ side of lathing or other than fair faces of brick work/ concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge.

M&L for Rendering 15mm thick in cement morter 1:4 on fair faces of brick work or concrete surfaces or one side of lathing, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge.

M&L for providing 40 mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing 38mm wide glass dividing strips, 3mm thick, inserted in position, conform to design, complete all as specified and as directed by Engineer-in-charge.

M&L for providing 75 mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing 25 mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 300x 200x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as per specified and as directed by Engineer-in-charge.

M&L for providing PU finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, complete all as per specified and as directed by Engineer-in-charge.

M&L for preparing new surfaces of AC ceiling board and applying two coats of white wash, complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously un-treated wooden Surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously un-treated wooden Surfaces of any description n exc 10cm width or girth when unconnected with other painting or when painted in different tint and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge.

M&L for preparing newly plastered surfaces of wall and applying two coats of cement base paint of any shade over a coat of alkali-resistant priming paint, complete all as specified and as directed by Engineer-in-charge.

M&L for preparing newly plastered surfaces of wall and applying two coats of distemper oil emulsion of any shade over a coat of chalk whitening, complete all as specified and as directed by Engineer-in-charge.

S&F in-repair of solid PVC wall panneling consisting of 5mm thick wood grain printed PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specification, complete all as specified and as directed by Engineer-in-charge.

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

S&F in-repair of exposed powder coated GI snap grid frame work (600x600 mm) for false ceiling comprising of wall/cleat angle of size 25x25x0.35mm and cross tee of size 24x38x0.70mm with suspended hangers of 1 mm dia. G.I. (upto 1200mm length) adjusting level fixed to any type of roof by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long with and including fixing/ laying/ inserting of pre-painted (white) 4mm thick designer classic E-boards (595x595 mm) to GI frame work, complete all as specified and as directed by Engineer-in-charge.

S&F in-repair of 4mm thick Non asbestos fibre cement plain building boards fixed or laid/ inserted to timber/GI/Aluminium framework in ceiling flat or sloping with screws with and including applying a coat of oil bound distemper of approved colour, complete all as specified and as directed by Engineer-in-charge.

S&F of 6mm thick asbestos cement, corrugated or semi-corrugated sheets with two corrugations side lap fixed with L-type or J-type or cranked hook bolts in roof, wall etc., complete all as specified and as directed by Engineer-in-charge.

S&F of 6mm thick Asbestos cement two piece adjustable close fitting corrugated sheets ridge for corrugated or semi-corrugated sheets fixed with L-type or J-type or cranked hook bolts in roof, complete all as specified and as directed by Engineer-in-charge.

S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 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 as directed by Engineer-in-charge.

S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 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 as directed by Engineer-in-charge.

M&L for pumping out of waste water/ liquid from soak well of any capacity or size and draining out the same to nallah/ drains through hose pipe or by any other means upto a distance of 250m including removal of old brick bats/ sludge/ sluicy materials from soak well and dipositing the same out side the premises upto a distance of 250m and refilling the soak well with broken brick aggregates of gauge 80 to 150 mm, complete all as specified and as directed by Engineer-in-charge.

M&L for cleaning of septic tanks of any capacity along with removing of sludges mixed with water etc and carrying to a distance exc. 100 meters but n.exc 250 meters and depositing in ditches including necessary excavation and earth work in soft/loose soil for making ditches and refilling the ditches after the sludge’s are deposited with spreading and leveling of excavated soils in the ditches over the sludge, removing surplus soils to a distance n.exc 50m and supply and sprinkling bleaching powder over the area of ditches with one meter around complete all as specified and directed.

All as per Item No. 69 here-in-above, but for cleaning of manhole of any size and depth, complete all as specified and as directed by Engineer-in-charge.

M&L for Cleaning of sewage line of any diameter and of any description including manholes by manually or other means, to clear the sludge/blockage inside the sewage line and manholes and will be flushing with water to drain out sludge etc. inside the sewage line from manhole to ease the flow of sewage including removing the sludge upto a distance of 250m and re-fixing the manhole cover complete all as specified and as directed by Engineer-in-charge.

M&L for cleaning of chocked/ blocked IWC/ EWC/ Nahani/ Floor/ Gully traps of any description and in any position as per user requirement including washing/cleaning upto Ist manhole complete all as specified and as directed by Engineer-in-charge.

M&L for cutting and trimming of tree branches, wild vegitations including cleaning and removal of trimmed tree branches from site, complete all as specified and directed by Engineer-in-charge.

Dismantling of 100mm dia cast iron drain pipes, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed by Engineer-in-charge. NOTE:- Excavation work shall be measured and paid separately.

Demolition and breaking up of 100mm dia Salt glazed stone ware drain pipes set in cement mortar, complete all as specified and as directed by Engineer-in-charge. NOTE:- Excavation work shall be measured and paid separately.

Demolition and breaking up of 150mm dia Salt glazed stone ware drain pipes set in cement mortar, complete all as specified and as directed by Engineer-in-charge. NOTE:- Excavation work shall be measured and paid separately.

M& L for Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.

M&L for Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.

M&L for Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.

Demolition of reinforced Cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engineer-in-charge.

M&L for Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by Engineer-in-charge.

M&L for providing cement concrete 1:3:6, type C-2 (40mm graded aggregates) bed to 100mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed by Engineer-in-charge.

M&L for providing cement concrete 1:3:6, type C-2 (40mm graded aggregates) bed to 150mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed by Engineer-in-charge.

M&L for providing 100mm dia Salt-glazed stoneware drain pipes laid in trenches and jointed, complete all as specified and as directed by Engineer-in-charge.

M&L for providing 150mm dia Salt-glazed stoneware drain pipes laid in trenches and jointed, complete all as specified and as directed by Engineer-in-charge.

M&L for providing 150mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and as directed by Engineer-in-charge.

S&F of 100mm dia Cast iron (sand cast) soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, complete all as specified and as directed.

S&F of 100mm dia cast iron bend of any redius with oval access door, complete all as specified and as directed.

M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge.

M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in benching/Coping, edging, lintels upto 1.5m clear span, cills, steps; hold-fast block, filling in pressed steel frames, seismic and other similar bands etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s), complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) in surface channels and drains, including necessary formwork, complete all as specified and as directed by Engineer-in-charge.

M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends, complete all as specified and as directed by Engineer-in-charge.

Add to or Deduct from Item No. 92 here-in-before for Every 25mm Girth or Part thereof Over or Under 30 Cm, complete all as specified and as directed by Engineer-in-charge. Note:- Quantity of this item shall be changed as per site requirement.

M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) shelves and similar articles with plain faces and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item.

S&F of TMT bars 6-8mm dia, 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 Engineer-in-charge.

S&F of mild steel Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed by Engineer-in-charge.

M&L for Rendering 15mm thick in Cement Mortar 1:4 in two layers on Brick Walls/Concrete Surfaces, 5mm thick top layer mixed with WPC as per Manufactures instruction, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. NOTE: WPC shall be Measured and Paid as ‘Supply only’ under relevant Item.

Supply only Integral waterproofing compound, complete all as specified and as directed by Engineer-in-charge.

S&F in-repair of PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints, incl bend/ branches laid in trenches or in floor complete all as specified and directed.

S&F in-repair of 110mm dia PVC (SWR) bends any radius, complete all as specified and as directed by Engineer-in-charge.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for pipe of internal dia. 100mm, complete all as specified and as directed by Engineer-in-Charge.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for pipe of internal dia. 150mm, complete all as specified and as directed by Engineer-in-Charge.

Demolition of Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer to be measured), Laid dry or laid dry and pointed, complete all as specified and as directed by Engineer-in-charge.

M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as per specified and as directed by Engineer-in-charge.

M/S SITAL BUILDERS

M/s Narzary Enterprise

M/S SWMKHWR ENTERPRISE

M/S Bhaskar Construction