CA NO. CWE SGNR-17 OF 2020-21 SPECIAL REPAIRS TO BUILDING NO. P-02, P-03, P-04 AND P-08 AT RAISINGNAGAR UNDER GE SRI GANGANAGAR MILITARY STATION

Amount

Dismantling for floor hearth or wall tiling including cement mortor bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge

M&L glazed ceramic coloured tiles, (350x450)x7mm, (350x250)x7mm thick as on vertical surfaces like dados or skirting over 10mm thick rendering in CM 1:4, set & jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles complete all as specified and directed by Engineer - in - Charge.

M&L for non skid coloured joint free ceramic tiles 7 to 8mm thick area of each tile exceeding 0.18 Sqm but not exceeding 0.38 Sqm in floor laid in pattern with two or more coloured tiles combination design as approved concept to match the concept of wall ceramic tiles etc. set and jointed in cement slurry including 25mm thick cement concrete flooring type BO 1:2:4 (12.5mm graded stone aggregate) and 15mm thick screed bed or bedding layer of cement mortar 1:4 for laying floor finish even and fair and pointed in white cement mixed with pigment to match the shade of tiles complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No. 03 here-in-before but for as in skirting, dados laid over 10mm thick rendering in CM 1:3 complete all as specified and directed by Engineer-in-Charge.

M&L for non skid coloured joint free mat finish ceramic tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18sqm in floors etc, set and jointed in neat cement slurry including 25mm thick cement concrete flooring type B0 1:2:4 (12.5mm graded stone aggregate) and 15mm thick screed bed on bedding layer of CM 1:4 and pointed in white or coloured cement to match the shade of tiles complete all as specified and directed by Engineer-in-Charge.

M&L 20 mm thick Green marble / makrana white machine cut in skirting/dado, shelves etc laid over and including 10 mm thick cement mortar 1:4 screed set and jointed with grey cement slurry mixed with pigment to match the shade of the slab incl rubbing polishing complete all as specified and directed by Engineer-in-Charge

Taking down chowkhats or frames area exceeding 1.50 Sqm but not exceeding 4.0 Sqm each complete all as specified & directed by Engineer-in- charge.

Taking down shutters exceeding 1.0 Sqm and not exceeding 2.0 Sqm each complete all as specified & directed by Engineer-in- charge.

S & F pressed steel door frames with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc., size of frame 105x60mm complete all as specified and directed by Engineer - in - Charge.

Supply & fix 35mm thick, factory made glazed and skeleton shutter of 2nd class hard wood open rebated and prepared to receive glass, gauge etc, without sash bars, edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass, etc. Sizes of members as specified in SSR Part-I, Section 8.24 (a) and fitted to chowkhats complete all as specified and directed by Engineer-in-Charge.Note :- The species of timber shall be Hollock/Bonsom.

S&F 35mm thick, factory made plain framed panelled (two panels) shutters of 2nd class hard wood with lock rail and panel inserts of 9mm thick BWP commercial ply or 12mm thick veneered particle board flat pressed three layered conforming to IS-3097 exterior grade-I type- I duly ISI marked general purpose commercial veneered on both side bonded with (BWR) type phenol formaldeyde synthetic resin-adhesive, the size of rails and styles as per IS-1003 Part-I, Kiln seasoned and chemically pressure treated including one shop coat of pink primer complete all as specified & directed by Engineer-in-Charge Note :- The species of timber shall be Hollock/Bonsum

M&L for preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint complete all as specified & directed by Engineer-in-Charge.

M&L for preparation of old painted wood and wood base surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Supply & fix 100 mm long stainless steel butt hinges cold rolled medium weight, fixed with steel screws complete as specified & directed by Engineer-in-charge .

Supply & fix 50 mm long stainless steel butt hinges cold rolled medium weight, fixed with steel screws complete as specified & directed by Engineer-in-charge .

Taking down steel window or ventilators fixed type with glazing bar complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C1 filling of pressed steel frame and hold fast block etc complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of old painted steel surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer - in - Charge.

M&L for two coats of synthetic enamel paint (ordinary tint) on steel surface over 10 cm width or girth, not otherwise described including preparation of new steel surface complete all as specified and directed by Engineer - in - Charge.

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

S&F 150 mm long mild steel barrel tower bolt stove enamelled black with bright bolt complete all as specified & directed by Engineer-in-Charge.

S&F 300mm long mild steel sliding door bolts clip type, stove enameled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified & directed by Engineer-in-Charge.

S&F 150mm size mild steel pressed handle stove enamelled black complete all as specified & directed by Engineer-in-Charge.

Taking down cement plaster of any description from brick walls or concrete surfaces including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

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

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

M&L for 5 mm thick rendering in cement mortar (1:3) on fair faces of concrete surfaces of ceilings finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-Charge.

M&L for preparation of new plastered or unplastered surface of ceiling and applying three coats of white wash complete all as specified & directed by Engineer-in-Charge.

M&L for applying two coats of oil bound distemper over a coat of chalk whiting 3mm thick wall care putty primer on prepared new plaster surfaces complete all as specified and directed by Engineer-in-Charge.

M&L for applying two coats of oil bound distemper on old plastered surfaces of wall including complete removal of existing treatment complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of cement base paint over a coat of white wash on new plastered wall surfaces including preparation of surface complete all as specified and directed by Engineer - in - Charge.

M&L two coats of cement base paint over old decorated plastered surface on walls, after complete removal of existing treatment including necessary preparation complete all as specified and directed by Engineer - in - Charge.

M&L for preparation of old decorated, plastered or pointed surfaces of ceiling and applying one coat of white wash complete all as specified and directed by Engineer-in-Charge.

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

Taking up or down for 20mm bore steel water tubing galvanized with connection including cleaning for refixing complete all as specified and directed by Engineer-in-Charge.

S&F for steel water tubing galvanised 20mm bore, medium grade fixed to walls and ceiling or in floor complete all as specified and directed by Engineer-in-Charge.

Taking up or down for 15mm bore steel water tubing galvanized with connection including cleaning for refixing complete all as specified and directed by Engineer-in-Charge.

S&F for steel water tubing galvanised 15mm bore, medium grade fixed to walls and ceiling or in floor complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 15mm bore bib tap fancy type, cast copper alloy, with crutch or butterfly handles, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge.

S&F in repair 15mm dia stop valve cast copper alloy, chromium plated, with crutch or butterfly handle screwed down high pressure, screwed both ends for iron pipe complete all as specified & directed by Engineer-in-charge.

S & F in repair brass chromium plated tubular towel rail 20mm dia “D” type 60 cm long between flanges including brackets complete all as specified and directed by Engineer - in - Charge.

S&F in repair water closet vitreous china squatting pan "Orrisa pattern" size 580mmx440mm white with integral foot rests (Excl flushing cistern) complete all as specified including CI 'P' trap complete all as specified and directed by Engineer-in-Charge

S&F in repairs, PVC low level flushing cistern 10 lirs capacity, valve-less, syphonic action type, white, with inlet, ball valve, float, and handle including brackets, including 32mm bore flush pipe of polyethylene of low or high density of PVC complete all as specified and directed by Engineer - in - Charge.

S&F in repairs, vitreous china wash hand basin, white flat back of size 550mm x 400mm including brackets, 32mm bore brass chromium plated waste coupling and 32mm bore low density polyethylene (LDPE) flush pipe of pressure rating 6Kgf/Sqcm (1:00 Mtr long) complete including 15mm cast copper alloy chromium plated pillar taps and 15mm bore 450mm length PVC connection with PTMT nuts complete all as specified and directed by Engineer-in-Charge.

S&F in repairs low density polyethylene pipes (LDPE) 32mm x 800mm long of pressure rating 6 Kgf/Cm2 fixed complete to walls, ceilings or in floors complete all as specified and directed by Engineer-in-Charge.

S&F in repairs cromium plated shower rose of size 125mm with or without swivel joints as specified including fixing to pipe or union complete all as specified and directed by Engineer - in - Charge.

S&F in repair soap dish vitreous china 160x160x90mm fixed with screws complete all as specified and directed by Engineer - in - Charge.

Dismantling water tank capacity exc 250 ltrs N. exceeding 500 complete all as specified and directed by Engineer - in - Charge.

S&F for rotational moulded polyethylene water storage tank 500 ltrs capacity (Cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and directed by Engineer - in - Charge. Note : PVC tanks shall having three layers

S&F 20mm bore ball brass valves high pressure with polythene float and flynut complete screwed for iron pipe or brass ferrule all as specified & directed by Engineer-in-Charge.

Taking down eaves gutter and rain water pipes (any size or pattern) including all fittings, heads, shoes, bends, swan necks etc complete all as specified and directed by Engineer-in-Charge.

M&L bands straps supports or stay for rain water ventilating pipes icnluding bolts conforming to Fe-441-0 or Fe-310-0 complete all as specified and directed by Engineer-in-Charge.

Cutting holes into brick wall for inserting hold fast etc built in CM n exc half brick wall and making good in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed by Engineer-in- charge.

S&F 110 mm bore PVC (SWR) rain water pipe single socketed in any length with rubber ring joints, to walls including all fittings, heads, shoes, bends, swan necks complete all as specified and directed by Engineer-in- charge.

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

S&F in repairs, stainless steel sinks with drainage board made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm complete all as specified and directed by Engineer-in-Charge.

Dismantling of brick work built in cement mortar of any description complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with fly ash bricks, straight or curved onplan exceeding 6mtrs mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class 'B' Old size Bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and directed by Engineer - in - Charge.

S&F in repairs PVC connections 15 mm size with PTMT nuts of length 450 mm complete all as specified and directed by Engineer - in - Charge.

S&F in repairs stainless steel curtain rod 25mm dia (minimum weight 0.36 kg Per RM) with brackets, fancy knobs and rings (20cm centre to centre) etc. complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick cement concrete type C1 (1:3:6) using 20mm graded stone aggregate as in plinth protection finished even and smooth etc complete all as specified and directed by Engineer-in-Charge.

S&F for steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and directed by Engineer-in-Charge.

S&F for steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded complete all as specified and directed by Engineer-in-Charge.

Hacking out old broken glass (any thickness, size, quality or description) from metal frames, including punching or drilling out old glazing pins / spring clips and glazed with oil putty complete all as specified and directed by Engineer-in-Charge.

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

S&F in repair Grating doom 100mm dia PTMT (minimum weight 25gms) complete all as specified and directed by Engineer - in - Charge.

Demolition concrete in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed by Engineer - in - Charge.

M&L for 75 mm thick PCC 1:4:8 type D2 using 40mm graded aggregate as in sub base fininshing even and fair complete all as specified and directed by Engineer - in - Charge.

M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15468-2006 of 60 mm thickness with grey cement and pigment M-35 Grade 20mm graded stone aggregate) complete all as specified and directed by Engineer-in-Charge.

M&L for sand filling (40mm thick) under floors or path and levelling foundations including spreading complete all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete 1:2:4, type B1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm width and setting as in curb stone set in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L machine cut pre polished kota stone slab flooring 20mm thick (minimum size 55 cms x 55 cms) over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, mirror polishing complete including screed bed of mortar 20mm thick for laying floor finishes in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No. 74 here-in-before but for on vertical surfaces over 10mm rendering in CM 1:4 finished even and fair complete all as specified and directed by Engineer-in-Charge.

M&L for 25mm thick cement concrete flooring type B0, 1:2:4 (12.5mm graded stone aggregate) finished even and fair complete all as specified and directed by Engineer-in-Charge.

M&L for 100mm thick cement concrete type B1 1:2:4, 20mm graded stone aggregate as in flooring laid in alternate bays finished even and smooth without using extra cement and spike rolling to surfaces or kaing impressions of expanded metal, while the concrete is green complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5 mtr wide and not exc 1.5 mtr depth for foundation and getting out soft / loose soil complete all as specified and directed by Engineer-in-Charge.

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

Removal of Excavated material n exceeding 50 mtr and depositing where directed complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 1:4:8 type D2 using 40mm aggregate as in foundations complete all as specified and directed by Engineer-in-Charge.

M&L TMT bars as in reinforcement 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for cols, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia using deformed bars complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No. 82 here-in-before but for 5mm dia and over upto and including 10mm dia in stirrups, spaces and binders complete all as specified and directed by Engineer-in-Charge.

M&L for form work to rough finishes surfaces of sides of concrete foundation footing bases of column and similar works of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for form workto columns, posts, struts, piers etc. finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for RCC 1:2:4, type B1 20mm graded stone aggregate as in columns, pillars, piers, posts etc. complete all as specified and directed by Engineer-in-Charge.

M&L for RCC 1:2:4, type B1 20mm graded stone aggregate as in foundation including raft, footing, foundation beams and the like complete all as specified and directed by Engineer-in-Charge.

S&F in repairs galvanized, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provisionof galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-Charge.

S&F for MS angle iron as in polsts and struts in fencing including cutting holes, bolting or riviting etc. and similar articles conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

M&L cement concrete type B0 1:2:4 (12.50mm graded aggregate) in lintels upto 1.50m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in item 04028, water troughts and the like including weathering, slightly rounded or chemfered angles and throating complete all as specified and directed by Engineer-in-Charge.

S&F bands, straps, supports or stays for rain water, ventilating pipes, including bolts, if required, hooks (stay), heavy for large gates, hook and pintal hinges, large hasp and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties hooks for hanging fans, plain angle cleats for scruing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

S&F framed work as in steel gate of angle or other section with gusset plates, bars, rails, braces, etc. complete drilled for fixing of steel sheeting or other coverings, doors, etc, to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 1:4:8 type D2 using 40mm graded aggregate in filling and mass concrete including necessary form work complete all as specified and directed by Engineer-in-Charge.

M&L for Roof treatment to RCC roof complete all as specified and directed by Engineer-in-Charge :- (a) Cleaning the roof surfaces thoroughly using wire brushes to remove sharp projections,cleaning joints,washing,drying and removing all dirt/dust to receive concrete padding/ plaster etc complete. (b) Providing 15 mm thick screed bed or bedding layer of cement mortar (1:4) with WPC , finished even and smooth without using extra cement. (c) Providing one coat of approved bituminous primer @ 100 gms per sqm, over dried plastered surface. (d) Laying 3 mm thick APP based polymeric membrane,(mineral finish) minimum weighing 3 Kg/Sqm reinforced with non woven polyster fabric (weight not less than 150 gms/Sqm) by torch application. The overlapping while torching shall be 75 mm on longitudinal direction and 100 mm on the transverse direction complete all as specified and directed by Engineer-in-Charge. Makes:-STP, Dr Fixit/Pidilite,Texsa India Ltd Note :- (i) All joints and change in directions should be covered with cement mortar (1:3) mixed with SBR latex @ 200 ml/bag of cement/ as per site requirement and cured well before laying membrane by torching. (ii) All angles and abuttments should be sealed well with extra care to ensure full bondage. (iii) Water proofing treatment shall be got carried out by approved authorised applicator of manufacturer only.The name of firm shall be got approved from GE before carrying out the work. (iv) The independent testing of membrane for technical parameters given in particular specifications shall be carried out from Govt approved labs having fascilities for testing of membrane. (v) The guarantee of treatment shall be for minimum 10 years reckoned from date of completion of whole work ---------------------------------------------------------------------------------------------- Note : A sum of Rs. 44,945.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 26 & 27 (Schedule of Credit) of Tender document

Aggarwal brothers and company

M/s Chopdar Builders