ADDITION ALTERATION AND SPECIAL REPAIRS TO STRUCTURAL AND RCC MEMBERS OF OVER HEAD WATER STORAGE TANK SUMP AT SOUTH WHARF, B AND D WHARF AND ADDN/ALTN OF STRUCTURAL WORK OF BLDG P-115, P-122 AND P-53 OF YU DEPARTMENT AND PROVISION OF STORE ROOM NEAR

Amount

Taking down chowkats or frame with shutter ( without taking off shutter from frame) , n exc 1.5 sqm each complete all as specified and as directed by Engineer-in-Charge.

Taking down chowkats or frame with shutter ( without taking off shutter from frame) exc 1.5 sqm but n exc 4 Sqm each complete all as specified and as directed by Engineer-in-Charge.

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

Dismantling wrought iron or mild steel work of any description complete all as specified and as directed by Engineer-in-Charge.

Dismantling false ceiling/boarding any description fixed in any position with nails complete all as specified and as directed by Engineer-in-Charge.

Taking down 15mm bore, GI tubing and connections including cleaning for refixing or removal to store complete all as specified and as directed by Engineer-in-Charge.

Ditto all as per item No 6.00 above but 20 mm bore GI Pipe complete all as specified and as directed by Engineer-in-Charge.

Dismantling 100/75 mm bore, cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches if required, including all connecting fitting 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.

Taking down cement plaster on brick/ surfaces built in cement mortar including raking out joints, bedding for key scrubbing down with water etc complete all as specified and as directed by Engineer-in-Charge.

Demolition of plain cement concrete of any description and in any position not other wise specifically provided for complete all as specified and as directed by Engineer-in-Charge.

Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for complete all as specified and as directed by Engineer-in-Charge.

Demolition of brick work 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.

Material & Labour for brick work with sub class 'B' bricks (old Size) straight or curved on plan exc 6 m mean radius and built in CM (1:6) complete all as specified and as directed by Engineer-in-Charge.

Ditto all as per item No. 14.00 above but half brick thick wall built in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Material & Labour 100 mm thick PCC 1:2:4 type B-1 using 20mm graded stone crushed aggregates as in floor finished cement concrete surfaces even and smooth using extra cement complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing Powder coated aluminium frame for doors, windows ventilators and partitions with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Sheet glass 4 mm thk, ordinary quality and glazing in aluminium beading with screws/ rebates in square exc 0.5 sq.m in each pane complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for aluminium anodized grill with suitable aluminium anodized frame of F/H section with suitable fixing screws/attachment etc complete all as per M/S Deco Grill Design No DG -102 , 7.5mm size grill i.e. made out of 75mm thick aluminium plate all as per manufacturer's specifications complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing Solid PVC Door Frame of size 50mmX47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of MS tubes for top and bottom rails. M.S.frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm 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 complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing 100 mm Butt hinges, cast brass, with mild steel hinge pin, bright polished and fixed, type B-11 complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing Aluminium anodised sliding door bolt 300m long, with hasp, staple (bolt type) and fixing clip 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.

Supply & Fixing aluminium anodised Barrel tower bolts of extruded section, length of bolt 200mm complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing 150mm extruded aluminium alloy handles, cast type as fixed complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing 12 mm thick pre-laminated Medium Density board,both side decorative lamination interior grade,fixed in aluminium/ wooden frame work complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Non skid coloured ceramic tiles 7 to 8 mm thick ( square/ rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match the shade of the tiles with and including 15mm thick screed bed in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Coloured glazed ceramic tiles in vertical surface 450X350X7mm thick with and including 10 mm thick cm (1:4) backing coat and Triangular filleting at top of skirting, set and jointed in neat cement paste and pointed in coloured cement to match the shade of the tiles complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing false ceiling with powder coated exposed GI grid suspension system. Additional cross Tees of 600mm shall be placed perpendicular to the cross tee 1200mm long to finally form a grid of 600mmX600mm. Grid of modular size 600mmX600mm shall be supported by 6 mm dia G.I. wire from purlins/soffit with and including 6mm thick high pressure steam cured non asbestos fiber cement designer ceiling board (Density>1200Kg/Cum) of size 595mmX595mm, confirming IS 14862 & Type B Category III of ISO 8336, tested as per AS 1530 part 3 & BS-476 Part 4, 5, 6, 7 & 8, complete all as per manufacturer's instruction complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for RCC Type B1 1:2:4 using 20 mm graded crushed stone aggregate slab supported on wall, beam and column, roof, landings, balconies, canopies, deck slabs and in shelves and the like including all necessary form work complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for TMT mild steel bars,10 mm 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 conforming to Fe-410-S or Fe-410-0 complete all as specified and as directed by Engineer-in-Charge.

Ditto All as per item No. 31.00 above but as in stirrups complete all as specified and as directed by Engineer-in-Charge.

Material and labour for rolled mild steel Sections of Grade Fe 410-W, (Gde- E-250) quality-A, as in post, runners, rafters, purlins, trusses, steps etc fixed with connecting plates including bending, welding etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for mild steel framed work in doors or gates of angle or other section with gusset plates, rails, braces, etc, of grade Fe 410-W ( Gde E-250 ) quality A complete drill for fixing of steel sheeting or other covering . Doors, etc to be prepared by hanging and sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering , running, rails & guide) and hanging, pintol type hinges also fastening and fixing complete all as specified and as directed by Engineer-in-Charge.

Material and labour for mild steel plates ( plain or chequered) channels, square cut or notched ( ordinary or countersunk) forming holes, without any attachment complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing in repairs mild steel, plain or corrugated black sheet 1.6mm thick in wall cladding, steel gates and similar work, cut to size, holes, punched, including round headed screws, clout nails or rivets and fixed to steel framing with plain 40mm lap joints with riveted or welded seams including bending or turning up, mitred angles as required complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing pre-painted galvalume aluminium 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 complete all as specified and as directed by Engineer-in-Charge.

Fixing only Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour as in roof covering/cladding to wall, fixed with self tapping screws as specified. complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing 15 mm dia medium grade galvanized steel tubing with all fittings fixed to walls, ceilings or laid under floors complete all as specified and as directed by Engineer-in-Charge.

Ditto all as per item No. 39.00 above but 20mm dia medium GI Pipe complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing for PVC (SWR) bends any radius 110mm bore complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for 100mm dia cast iron soil waste and vent pipes (sand cast pipes) in any length with or without ears with cement joints fixed to walls or laid in trenches etc complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for 75mm bore cast iron soil waste and vent pipes (sand cast pipes) in any length with or without ears with cement joints fixed to walls or laid in trenches etc complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing CI bends 75mm dia diminishing pieces or tapers (larger bore measured) fitted with oval access doors complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing CI bends 100 mm dia diminishing pieces or tapers (larger bore measured) fitted with oval access doors complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing in repair 75mm dia of outler cast iron nahani trap , with grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4) 20 mm graded crushed stone aggregate complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing in repairs 100mm dia of outler cast iron nahani trap , with grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4) 20 mm graded crushed stone aggregatecomplete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing white vitreous china squatting pan, 'orissa' pattern, water closet of size 580x440mm with integral foot rest, P/S trap etc, fixed in repair complete all as specified complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing white vitreous china washed down water closet pan, (pedestal pattern), white, with and including P/S Trap, PVC solid type seat cover etc, fixed in repair complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing vitreous china urinals,half stall type, flat back, white, with grating and union for discharge pipe, complete including providing and fixing plugs, bedding urinal against wall in CM 1: 2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement , fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe complete all as specified and as directed by Engineer-in-Charge..(Exclusive of fixing supply pipe to flushing cistern , trap and waste pipe).

Supply & Fixing Push type taps for urinals, cast copper alloy with crutch or butterfly handle, screwed down, screwed for 15 mm dia iron pipe or for brass ferrule and fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing white glazed earthen ware vitreous china wash hand basin of size 550x400mm with and including CI brackets, 32mm bore brass CP waste coupling Inlet/ outlet PVC flexible pipe complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing 10 litres capacity PVC low level flushing cistern of approved make including ball valve,syphon set, inlet and outlet pipe, brackets etc complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing brass chromium plated fancy type bib tap 15 mm bore dia of pipe, fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing in repairs 15mm size Stop Valves fancy type chromium plated screwed down high pressure with crutch or butterfly handle handle screwed both ends complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing in repair 15 mm dia fancy type pillar tap cast copper alloy with capston heads chromium plated screwed down high pressure with or without hot or cold with long screws shanks and fly nuts screwed for iron pipes complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing PVC Connections 15mm size with PTMT nuts of length 600mm complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing brass chromium plated shower rose 125mm size, fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing chromium plated, tubular towel rail 20mm dia, D type, 60 cm long between flange, fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing Soap dish, vitreous china white, approximat size 160X160X90mm fixed in repairs complete all as specified and as directed by Engineer-in-Charge.

Material & Labour rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth (with out using extra cement) including Sagol finish incl WPC @ 3% by weight of cement complete all as specified and as directed by Engineer-in-Charge.

Ditto all as per item No 63.00 above but 15 mm thick in CM (1:4).

Material & Labour for preparation of newly plastered surfaces of wall, applying two coats of oil emlusion distemper over a coat wall care putty of 3mm thick and alkali primer complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for complete removal of existing treatment on wall surfaces and applying a coat wall care putty 3mm thick on plastered surfaces, preparatory to distempering and applying two coats of oil bound distemper over a coat of wall primer complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for plastering in CM 1:4, 20 mm thick in two coats (15 mm under coat plus 5mm finishing coat) including water proofing compound and finishing the surface seven and fair. (Water Proofing Chemical shall be measured and paid seperately) complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for preparation of newly plastered or un plastered wall surfaces, over 10cm girth, applying two coats of 100% acrylic (antifungal) , weather resistant emlusion over a coat of exterior wall primer complete all as specified and as directed by Engineer-in-Charge and as per manufacturer's instruction.

Material & Labour for New treatment/ old treated walls and applying two coats of 100% acrylic (antifungal) , weather resistant emlusion exterior grade over a coat of primer on wall or roof including preparartion of newly plastered surface and necessary scaffolding upto G+ 9 storey of building complete all as specified and as directed by Engineer-in-Charge and as per manufacturer's instruction.

Material & Labour complete removal of existing plastered wall surfaces, over 10cm girth, preparation of surfaces, applying two coats of 100% acrylic (antifungal) , weather resistant emlusion over a coat of exterior wall primer complete all as specified and as directed by Engineer-in-Charge and as per manufacturer's instruction.

Material & Labour for preparation of new steel surfaces exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for preparation of old steel surfaces exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.

Complete removal of existing water proofing treatment of any description in any position including cleaning, wire brushing, watering, complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for brushing neat cement slurry with 3.0 kg of cement per Sqm on cleaned and washed concrete surfaces and like complete all as specified and as directed by Engineer-in-Charge.

Material & Labour PCC (1:2:4) type B-1 (Using 20mm graded crushed stone aggregate) as in roof/chajja padding for maintaining roof/chajja slope with 3% water proofing compound in weight of cement complete all as specified and as directed by Engineer-in-Charge. (Note : Water proofing compound shall be measured and paid seperately).

Material & Labour for providing water proofing treatment with five layered 4mm thick APP (Atactic Polypropylene) modified bituminous membrane re-inforced with no woven polyester mat of weight not less than 180 gms/Sqm as centre core and without multiple layers of polythene finished on top and bottom with 7 micron thick flammable polythylene applied by thermo fusion using LPG torch on bottom portion of the membrane after applying a coat of bituminous primer @ 0.25 Kg/Sqm over roof and over the APP membrane provide a polypropylene/ polyester, Non woven geotextile fabric of 150 gsm over the geo textile fabric (An overlap of 100mm at end & 75mm shall be provided on sides ends respectively) etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for applying a coat of bituminous primer conforming to IS-3384 @ 1.20 Kg/Sqm on prepared surface of plaster as per manufacturer's instructions, manufactured by the same agency of APP membrane. Providing and laying five layered 4 mm thick APP (Atatic poly propylene) modified polyester reinforced water proofing membrane with minimum weight of 4.60 Kg/Sqm as specified here-in-after. The APP membrane shall be laid using LPG torch-on-application with minimum 100 mm side overlap and 150 mm end overlap. The laying of membrane shall be got done through an authorized applicator of manufacturer of the membrane. The APP membrane shall be taken upto minimum 200 mm on vertical surfaces. The edge of the membrane shall be sealed with sealant. The rain water gutter portion shall be finished with cement mortar 1:4 to provide requisite slop towards rain water pipe outlet complete all as specified and as directed by Engineer-in-Charge. Notes :- (i) Irrespective of lap the net covered area shall only be measured and paid (ii) The quoted rate shall be deemed to be inclusive of primer for APP membrane and SBR latex complete.

Material & Labour for rendering 20mm thick cement plaster in CM (1:3) on roof top surface finished even and fair including WPC by weight of 3% of total weight of cement in concrete complete all as specified and as directed by Engineer-in-Charge. Note : WPC will be measuerd separately.

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

Material & Labour for Pre-painted galvatume 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 as specified. complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for sand filling in floors or pavings, laid in layers , spread, levelled, and binded with earth and rammed including watering complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for cement concrete tiles 30CmX30CmX22 mm thick, machine pressed,(with grey cement & no pigments), set jointed and pointed in neat cement slurry in floors over and including 15 mm thick bedding layers in CM 1:3 complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for 1.5 mm thick galvanised steel sheet as in Valley gutters fixed with rivets/welding or other suitable arrangements over MS brackets Trapezoidal/oval shape/round shape of required profile with desired slope etc complete (Sample kept at GE (NW) Kunjali) complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing Ist class hard wood glazed and skeleton shutter 30 mm thick window shutters divided into squares with plain chamfered or rounded mitred and rebated sash bars with edges of sash bars any numbers complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for preparation of new decorated wooden surfaces of any description over 10 cm width or girth, applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for french polishing on surfaces of any description width or girth including cleaning and preparing the surface including a coat of wood filler and applying one or more coats on old works complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for preparation of old wooden surfaces of any description over 10 cm width or girth, applying a coat of synthetic enamel paint of approved colour complete all as specified and as directed by Engineer-in-Charge.

Material and labour for ready mix cement concrete in Pavement/Hard standing (PQC) M-40 of flexural strength of 40Kg/Square in field using minimum 400 Kg of cement per cubic metre laid in bays or as directed with and including steel formwork to sides of concrete spread, compacted and finished in a continuous operation etc complete all as specified and as directed by Engineer-in-Charge.

Material & labour for gently cleaning the surface of the stone masonry and piers in building with specialized water misting techniques employing air water jet using a fine nozzle sprinkling system calibrated to spray a fine mist along the stone surface, without over wetting, followed up by gentle brushing with soft nylon brushes as specified. Gentle surface cleaning may include using water misting and mild pH balanced surfactants as specified for indicated areas to remove surface dirt, grit, surface accretions, lime wash etc by means of water misting and pH balanced surfactants and cleaning as directed by Engineer - in- Charge.

Material & Labour for sliding heavy iron doors roller/wheel upto 200mmx150mm over all for sliding iron doors of any size including fixing arrangement, welding, brushing, ball bearing, greasing (Sample kept at GE (NW) Kunjali) complete all as specified and as directed by Engineer-in-Charge.

Material & labour for raking out cement pointing or any other hard material used and careful repointing and repairs to be carried on the damaged pointing of stone masonary in jetty/dock above sea water level by using RENDROC SP 40 in FOSROC or equivalent in Sika and others suitable for marine environment and submerged condition. The contractor to ensure use of masking tape and sharp specialized spatula and tools to ensure clear lines and high level of workmanship on site complete all as specified and as directed by Engineer-in-Charge.

Excavating in trenches, n exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10 sqm on plan and n.exc 1.5m in depth and getting out any type of soil complete all as specified and as directed by Engineer-in-Charge.

Removing building/demolised material/debri exc. 5 km but n exc. 25 km and depositing where directed outside MoD land complete all as specified and as directed by Engineer-in-Charge.

Removing debris exc. 1.50 Km but n exc. 25 Km and depositing where directed, in soil outside MoD land complete all as specified and as directed by Engineer-in-Charge.

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

Material & Labour for cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) 25mm thick as in floor complete all as specified and as directed by Engineer-in-Charge.

Providing and fixing well seasoned 1st class teak wood full length new members , rafters, purlins, beams, floors, batterns and boarding etc in roof/floor/staircase/ door portion including all fixtures and fastenings complete all as specified and as directed by Engineer-in-Charge.

Material and labour Expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.90mm dia or fixing with galvanised steel staples, weight n exc 4 Kg per Sqm, supplied and fixed complete to wood or steel members complete all as specified and as directed by Engineer-in-Charge.

Chipping loose concrete and exposing existing RCC columns, beams, slabs, lintels, parapet, chajjas ertc. Including plaster beyond main reinforcement carefully gby means of chisel and hammer or mechanically including necessary double scaffolding, erecting horizontal platforms at working levels to collect the debris, proping with top and bottom runners as directed stacking the deberis in the compound as directed and carting away the same outside the premises etc complete all as specified and as directed by Engineer-in-Charge.

RELIEVING STRUCTURAL MEMBERS Supply & Fixing or relieving Structural members such as column, beam and slabs of their superimposed loads partially or fully by provision of adjustable steel props, frames etc. including providing necessary timber runners, bracing, jacking up arrangement all Complete to the satisfaction of Engineer in charge (Removing and redoing of brickwork, if required, shall be measured and paid separately).

Supply & Fixing for chipping off existing loose, damaged Concrete from RCC members of all affected RCC Columns, Beams, Slabs and Chajjas on External and internal facades, etc beyond main reinforcement. (if required in the opinion of the Consultant), carefully with chisel and hammer Providing and applying ‘Rusticide SS’ Rust passivator or equivalent as specified in the Brand Names to existing reinforcement. bars Including wire brushing of reinforcement , cleaning washing of concrete etc complete as directed.Providing and applying two coats of rust preventor slurry made out of “Polyalk Fixoprime” or equivalent as specified in the Brand Names and cement in proportion 1:1.5 to existing r/f.bars as directed complete. Providing and applying bonding coat of slurry made out of “Polyalk EP” or equivalent as specified in the Brand Names and cement in proportion 1:1 to concrete and r/f substrates complete as directedProviding and applying “Polyalk EP” or equivalent as specified in the Brand Names.Polymer modified cement mortar in Required proportions(1:5:15) to RCC members Including Hand packing, curing and making the surface rough for plastering complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Filling and reinstating of separation cracks at the junction of RCC and Masonry wherever directed and instructed into "V" grooves 2" to 3" from the either side of the cracks by carefully marking the areas to be opened up using a cutting machine and skillfully/carefully chiseling with a well sharpened chisel and hammer as directed including wire brushing and washing of concrete substrata and masonry walls with water jet to the surfaces thus prepared complete as per Manufacturer’s specification and Consultants Instructions and as directed by the Engr-in-charge

Material & Labour for Moistening the cracks, providing and applying priming /bonding coat of slurry made out of "polyalk EP" and cement (or equivalent as specified kin the List of Brand names ) in proportion 1:1 to surfaces prepared as instructed and directed. Filling the cracks/Grooves by Providing and applying "Polyalk EP" polymer modified cement mortar (or equivalent as specified in the List of Brand names ) in proportion of 1:5:15 (Polyalk EP:Cement : graded sand/quartz sand) on the prepared surfaces and finishing it in level with the existing plaster including Hand packing, curing and making the surface similar to the external plastering using wooden floats/punch etc complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for drilling holes of required size upto 16 mm Diameter and up to 50mm depth in concrete and cleaning the same as directed.

Material & Labour for providing and fixing 12 mm diameter aluminum /PVC injection nipples and securing the same as directed & Providing and injecting cementitious grout using CEBEX-112 additive of ‘Fosroc’ at the rate of 225 grams per bag of cement and using suitable mechanical gun/pump including mixing etc complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Providing & fixing epoxy dipped shear keys of 10mm dia and 4" to 6" length in columns before jacketing, Micro concreting complete as per Manufacturer’s specification and Consultants Instructions and as directed by the Engr-in-charge

Material & Labour for providing, cutting, bending and fixing additional reinforcement in position steel reinforcement of specified/required sizes and shapes in the form or main rebars, stirrups & rings, distrubution rebars etc and tying them to shear connector using GI binding wire. The additional rebars should be coated with two coats of anti corrosive protective coating & dry sand to be sprinkled on second coat including tying with annealed binding wires, providing cover blocks of appropriate sizes etc complete as per Manufacturer’s specification and Consultants Instructions and as directed by the Engr-in-charge

Material & Labour for providing and laying Super fluid Microconcrete -Roffe crete repairs (or equivalent as specified in the List of Brand names) in beam bottoms, columns, slabs etc. including mixing with 5mm to 10mm size aggregates, waterproof ply wood/ steel plate shuttering, pouring, temping, Consolidating, curing etc complete as per Manufacturer’s specification and Consultants Instructions and as directed by the Engr-in-charge.The item shall be paid on actual consumption of Micro concrete.

Material & Labour for carefully chiseling/chipping out all existing loose decayed plaster of external facdes and terace area )(in Entire areas ) using plaster breaking machine and of well sharpened chisel & Hammers at proper angles carting away the Debris outside of bldg Premises etc Complete as directed by consultants, providing and applying 20/25 mm thick sand faced plaster to concrete members. Brick work etc of external wall facades using approved screened and pre washed river sand including base coat of 20 mm thick in CM 1:4 and curing the same for not less than three days and keeping the surface of base coat rough to receive the sand face treatment 6 to 8 mm thick of CM 1:3 finishing the surface by taking out grains and curing for 7-10 days, providing and mixing approved waterproofing compound in required quantities in both the coats complete all as specified and as directed by Engineer-in-Charge.

Material & Labour in repairs for carefully Chiseling/ Chipping out existing loose and decayed internal plaster in CM (1:4), finish with instant Neeru of elephant brand or equivalent in the inside areas of staircase areas and over internal structural Members of premises etc complete all as specified and as directed by Engineer-in-Charge.

Removing and demolishing the existing waterproofing upto slab level of any thickness, stacking the excavated debris on the ground floor, in the compound of the building carting away the same outsided the defence land complete all as specified and as directed by Engineer-in-Charge.

Material & Labour cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregate) 40mm thick as in flooring & finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for APP based polymeric membrane minimum weighing 3kg/sqm and minimum 4mm thick reinforced with polyester non woven fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for cement concrete tiles 25Cmx25Cmx22 mm thick, machine pressed, (with grey cement & pigments) set jointed and pointed in neat cement slurry in floors over and including 20mm thick screed bedding layers in CM 1:4 complete all as specified & directed by Engr-in-Charge.

Material & Labour for carefully Chiseling/ Chipping out existing cracked /damaged IPS and Providing I.P.S. Finish over Chajja Tops etc laying Brick bats/ Metal pieces to the desired thickness and slope finished with cement mortar plaster of specified and required thk. in CM (1:4), with neat cement slurry including waterproofing compound, curing etc including making junction wattas etc complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for trat construction joints, cold joints, surface cracks etc. before proceeding with waterproofing coating. All joints and cracks to be cut in V groove shape using mechanical cutter and clean the same to remove any loose dust, dirt etc. Fill the prepared joints using with rendrock SP-40 single part fiber reinforced Polymer Modified Mortar and finish the same in line with existing concrete surface complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for providing and carrying out waterproofing treatment (application ) to walls, bottom slabs, Top slabs etc after removing existing plaster upto parent concrete, proper surface preparation to remove any loose dust, dirt, laitance, loose mortar etc, after treatment construction joints, cold joints, cracks etc,. pre-dampening the concrete surface and application of two coats of NITOCOTE CM 210-Elastomeric waterproofing coating etc. Complete including all tools and tackles as per manufacturer's specification complete all as specified and as directed by Engineer-in-Charge.

Erection & dismantling of MS tubular double scaffolding (H frames) upto ht of 30 m & with necessary bracing, provision of necessary safety equipment to the skilled workers to carry out the work and covering with green cloth for carring out external facework of walls complete all as specified and as directed by Engineer-in-Charge.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft soil complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation and getting out hard dense soil complete all as specified and as directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out hard dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC in foundation in 1:4:8 type D2 (40mm graded crushed stone aggregate) in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC in foundation in 1:3:6 type C2 (40mm graded crushed stone aggregate) in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for PCC 1:3:6 type C1 (20mm graded crushed stone aggregate) in plinth protection of 100mm thick at wall side and 75mm thick at other side complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for filling under floor with moorum laid in layers n.exc 15 cm thick spread ,levelled and rammed , watering and compacted complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Hard core of guage n.exc 63 mm , deposited spread and levelled in layers n.exc 15cm thick watered and rammed to a true surfaces with broken stone boulders complete all as specified and as directed by Engineer-in-Charge.

Material and labour for RCC 1:1.5 : 3 type B1( 20mm graded aggregate ) in lintel and plinth band over 1.5 span complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for PCC 100mm thick type D-2 (1:4:8) using 40mm graded crushed stone aggregate as in sub base complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing boarding 25mm thick with nails in roofing/ ceiling 2nd class hard wood clean swan both side plain hard wood over rafter, purilins etc complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for texutre painting on wall/ceiling surface, design and pattern as approved of two coat including primer complete all as specified and as per manufacturer instruction and as directed by the Engr-in-charge Make : Royal play of asian paint or as approved by GE

Supply & Fixing in repairs roller venetion blinds type made out of standard cloth of approved texture with necessary accessories etc complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing 12mm toughened glass for door, shutter, partition, shelves, etc with and including fitting and fixture such as glass handles, latches, SS studes, fitting for doors pivot etc complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for H type glass door handles of S/s of series OGH-55-32mmx350mm complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for stainless steel patch fitting for glass door over panel path with pivot OSSPF-1 STD SSS and top patch OSSPF-2 STD complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for cam fitting floor spring with closing force double syslender heavy duty of S/s complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for glass door hinges heavy duty of stainless steel pivot type complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for glass door lock with latch bolt, dead bolt & srick plate of stainless steel OSSPL -ML-111N standard SSS complete all as specified and as directed by Engineer-in-Charge.

Material & Labour 20 mm thick Granite (of any type) work (table rubbed and polished) as in steps, jambs, pillars, window- cills,cooking platforms, working table and like over 20 mm thick screed bed or bedding layer in cement mortar (1:4), including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for 20 mm thick granite maching cut as in skirting/vertical surfaces i.e jambs /risers and pillars etc and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding, polishing and 10 mm thick backing coat in cement mortar 1:3 complete all as specified and as directed by Engineer-in-Charge.(colour of granite will be decided by the GE/Engr-in-Charge).

Material & Labour for rubber Gym mat interlock of 10mm-14mm thickness (Colour shall approved by GE/EIC) to withstand wear and tear of gym equipment & shall be slip and trip resistance, highly comfortable including complete fixing complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing 3 mm thick Aluminium composite panel cladding plain metallic of approved colour/ shade to beam/ column/ slab in circular/ rectangular shape including cutting, notching, bending to shape as required jointing with silicon gel of approved colour & Aluminum tubular hallow section 25 x 25 mm not exceeding 900 mm c/c on exceeding col/beam/ slab to hold ACP cladding etc complete all as specified and as directed by Engineer-in-Charge. (Note:- Colour/ Pattern of ACP sheet shall be given by GE)

Supply and fixing factory made uPVC white colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) comprising of uPVC multi?chambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.

Material & Labour for POP false ceiling using 600 x 900 x 12 mm thick plaster of paris with gypsum binder sheet decorative type and necessary provision for concealed type light fittings, fixed on 22 gauge GI channel grid work main joist of size 50 x 25 mm spaced at 750 mm centre, secondary joist of size 75x20 mm fixed to main joists spaced t 900 mm suspended to roof members using 25 x 25 x 2 mm GI angles and fasteners @ 1.2 m C/C including decorative design/pattern complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Roof tiles, Mangalore pattern, interlocking at side joints, laid dry complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for Ridge or hip tiles to suit Mangalore pattern of roofing tiles, bedded and jointed in lime mortar 1:3 or cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.

Material & Labour for machine pressed precast concrete interlocking paver block With Grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete over 20 mm thick screed bed in Cm 1:6complete all as specified and as directed by Engineer-in-Charge.

Material and labour for point wiring complete with proper colour coding using PVC insulated unsheathed multistranded copper conductor cable 1.5 sqmm size, 1100 volts ISI marked, FRLS grade drawn through and including non metallic rigid, double lock, ISI marked, not less than 25mm casing caping with all accessories such as tee, bends, elbow, reducers, junction box etcfixed on wall/ceiling/truss and one run of PVC insulated unsheathed, multistranded copper conductor cable of 1.5sqmm size, 1100 volts, ISI marked, FRLS grade green colour as earth continuty conductor connected to common earth dolly with and including modular box with cover plate frame in any module complete for One light/fan/bell point controlled by one 5A switchcomplete all as specified and as directed by Engineer-in-Charge.. Note: (a) Colour coding shall be followed as (i) Phase- Red (ii) Neutral - Black (iii) Earth - green

One light point controlled by one 5A switch

One 5A switch socket combination on independent board

One 5A switch socket combination on same board

Material and labour for point wiring complete with proper colour coding using PVC insulated unsheathed multistranded copper conductor cable 2.5 sqmm size, 1100 volts ISI marked, FRLS grade drawn through and including non metallic rigid, double lock, ISI marked, not less than 25mm casing caping with all accessories such as tee, bends, elbow, reducers, junction box etcfixed on wall/ceiling/truss and one run of PVC insulated unsheathed, multistranded copper conductor cable of 2.5sqmm size, 1100 volts, ISI marked, FRLS grade green colour as earth continuty conductor connected to common earth dolly with and including modular box with cover plate frame in any module complete for One 5 pin, 15A switch socket combination on the independent board complete all as specified and directed. Note: (a) Colour coding shall be folowed as (i) Phase- Red (ii) Neutral - Black (iii) Earth - green

Supply and fixing in repairs modular switch 1 way 6A, 1 module complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs modular switch 1 way 16A, 1 module complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs modular socket, 6A - 2/3 pin combined 2 modulescomplete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs modular socket 6/16A,2/3 pin, combined 2 module complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs ceiling rose surface bakelite 65 x 50mm, flush type, 3 terminals complete all as specified and as directed by Engineer-in-Charge.

Material and labour for sub-main wiring with 2 runs of 4.0 sqmm copper conductor cable (FRLS grade), 1100 volts grade PVC insulated and unsheathed multi-stranded, drawn in and including heavy grade non metallic PVC conduit not less than 25mm dia (internal width) with all accessories like tees, elbows, junction boxs, reducer etc as required, including one run of 4.0 sqmm dia PVC insulated unsheathed copper conductor cable as earth dolly/mains, with all accessories like PVC elbow, PVC tee, etc including taking up/down old unservucable sub main wiring and making good the distrubed surfaces/location complete all as specified and as directed by Engineer-in-Charge. Note: (a) Colour coding shall be followed as (i) Phase- Red (ii) Neutral - Black (iii) Earth - green

Supply and fixing in repair new generation recessed LED 2X2 Luminaire 36 watt and CRCA powder coated body and high translucent diffuser provides high quality ecomonic energy saving lighting to modern offices. Suitable for 600 x 600 mm modular/POP/Gypsum ceiling complete all as specified and as directed by Engineer-in-Charge. Make : Crompton cat No LCTLRN-36-FO-CDL or as approved by GE

Supply and fixing in replacement 20 Amps Single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB.make -Legrand Cat part no -507814 or as approved by GE complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs sheet metal enclosure SPN DB 8 Way ,240V with 200A busbar , double door type IP-42 protection suitable for housing MCB's including dummy plates all as specified and directed. Make: Legrand cat No 5076 41 or as apporved by GE Note : MCB DBs shall be concealed in wall where ever possible including making good the surface to match with surrounding complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs MCB SPN 40 to 63 A , 10 KA, class 'B', ISI marked complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs MCB SP 6 to 32 A , 10 KA, class 'B', ISI marked complete all as specified and as directed by Engineer-in-Charge.

Supply, installation, Testing and commissioning wall mounted Split type AC 1.5 TR capacity units indoor/outdoor complete with cordless remote control unit, 220-240 volt, 50Hz, single phase fitted with high quality rotary compressor and with in built air ioniser and Plasma filter for better indoor air quality with 5 star rating complete all as specified and as directed by Engineer-in-Charge. Note : (a) Rate of supporting brackets for outdoor unit is deemed to be included in rate quoted.

Supply , fixing, testing in repairs of JEF ECO SAFE Maintenance Free Grounding Solution set comprising of High tensile low carbon steel rod of 3 Mts length & 25 mm dia with 250 micron ( averaSchneider ) molecularly bonded copper on the outer surface to confirm with requirements of UL467 along with Back-fill compound strictly be a Carbon based conductive concrete type which has a resistivity of less than 0.12 Ohm Mtr as per Clause 14.5D of IEEE : 80 standard. Back-fill compound should be electronically conductive ( Like in metals ) and should not depend on moisture for conduction. JEF Powerfill Loresco compound shall be supplied in 50 Pound Bag. ( 1 Bag of 50 Pounds required per earthing set). Back-fill comound should be environment friendly, should solidify when mixed with water and set like concrete and should not leach / diffuse into the ground. A suitable earth terminaton clamp should also be supplied along with the set alongwith earth pit weatherproof complete all as specified and as directed by Engineer-in-Charge. Note : Back-fill compund shall not be mixed with any soil while pouring in the bore hole.

jalandhara construction

SHREE JAGDISH FURNITURE CO.

sai construction

Shetty Construction Co