REPAIR TO GATE, FENCING, COMPOUND WALL, PATH, FLOORING AND CERTAIN MISC WORK TO STATION AMENITIES AND E/M INSTALLATION UNDER AGE B/R II AT GE JHANSI

Amount

Demolition of cement concrete (un-reinforced) in ground floor and paving not exceeding 15cm thick (below or above ground level) built in cement mortar, complete all as specified and directed.

M & L for 100 mm thick plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as sub base of flooring complete all as specified & directed.

M&L 40 mm thick plain cement concrete type B1 1:2:4 (using 20 mm graded stone agg) as in floor, finished even and smooth (without using extra cement), laid in panels using 4.0mm thick & 38mm wide glass strip, panels will be not more than 1.2 x 1.2 mtr in size, laid to slope 1:30, complete all as specified and as directed. Note : The quoted rates are deemed to be inclusive of 4mm thick & 38mm wide glass strip.

M&L for factory made PU coated, chequered cement concrete tiles of any colour 30 cm x 30cm x 20 to 22 mm thick, set & jointed and pointed in neat cement slurry mixed with grey cement and pigments, laid over and including 15mm thick screed bed or bedding layer in CM 1:6, complete all as directed.

M&L for factory made PU coated, machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with coloured pigment made of PVC moulded (or rubber mould) with vibrating system, with and including 50mm thick sand cushioning, including in CM (1:3) in edges of pavers, complete all as specified and directed. Note : The cost of sand cushion and plastering to edges is included in quoted rate.

M&L 75 mm thick cement concrete type C2 1:3:6 (using 40 mm graded stone agg) in sub base of flooring/ hard standing complete all as specified and directed by engr in charge

Demolition of brick work built in cement mortar or lime mortar including all quoins arches, pillars etc complete all as specified and directed.

M&L for brick work with fly ash bricks, straight or curved on plan exc. 6 M mean radius built in cement mortar 1:6 complete all as specified and directed.

M&L for 15 mm thick rendering in CM (1:4) on fair/other than fair faces of brick work finished even and fair complete all as specified and directed.

M&L for preparation of new plastered surface and applying two coat of cement based paint over and incl one coat of exterior grade cement based primer, complete all as specified and directed.

Taking down cement plaster on brick or stone wall including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.

Dismenteling of fencing wire mesh any type complete all as specified and directed.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground post, embedded in concrete etc all as directed by Engineer-in-Charge.

Excavating in post holes or similar holes, each not exceeding 0.5 Cum, getting out in Hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 M and making good surface.

M&L PCC Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed.

M & L for angle iron posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E165 complete all as directed by Engr-in-Charge.

Supply and fixing chain link fencing of GI wire mesh of size 50x 50 mm of 3 mm dia of GI wire including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as directed by Engr-in-Charge.

S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as directed by Engr-in-Charge.

M&L for preparation of new iron surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as directed by Engr-in-Charge.

M&L for preparation of new steel surfaces of any desc over 10cm width or girth when unconnected with other painting or when painting in diff tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as directed by Engr-in-Charge.

S&F for Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other to be fitted with washers with neck dia 11 to 15 mm and length exc 15 cm but not exc 22.5 cm long and one hexagonal or square nuts, complete all as directed by Engr-in-Charge.

Dismantling structural steel work in clading of doors, gates but excluding framed truss etc complete all as directed by Engr-in-Charge.

S & F for rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. 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, quality confirming to Fe-290 Gde E165 complete all as specified and as directed by the Engineer-in-Charge

Dismantling/striping out of existing roof treatment (tarfelt, roof plaster, brick tiles, mud phuska, concrete tiles etc) including PCC padding of any description and any thickness including backing and remove the debris, complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in padding levelling etc and roof kerbs complete all as directed by Engr-in-Charge.

M&L for 10 mm thick rendering in cement mortar (1:4) mixed with water proofing compound @ 0.20 Ltr/bags on roof surface when concrete is green, complete all as directed by Engr-in-Charge. (Note: WPC shall be measured and paid separately)

Supply only integral liquid water proofing compound, mixed in cement morter as per manufacturer instruction complete all as directed by Engr-in-Charge. Make : Dr Fixit LW + Professional or equivalent of Fosroc / Sika

M&L of water proofing treatment to non-accessible roof slab with APP based modified polymeric membrane centre core 100mm micron HMHDPE outer film 20 micron each having thickness 3mm weight not less than 3kg/Sqm as per manufacturer’s instructions with torch applicationcomplete all as specified and directed by Engineer-in-Charge with following course of description below:-

(a) 10 mm thick plaster in CM 1:4 with WPC will be applied over the roof slab when concrete is green. After the plaster is cured the roof will be tested for water tightness by ponding with water for seven days for any seepage is observed the rectification will be carried out by pressure grouting under the pressure of 5kg/sqcm using cement based cement grout. After the surface is repaired the slab will be tested for water tightness again before proceeding with further treatment. (b) the surface of roof, parapet and gutters, drain mouths, etc. over which waterproofing treatment is to be applied shall be cleaned of all foreign matter such as, fungus, moss, dust etc by wire brushing and dusting. For cast iron/PVC drain out lets a groove shall be cut around to tuck in the treatment. Concrete angle-fillets shall be provided at junctions between roofs and vertical faces of walls (parapet and other walls) around obstacles such as pipes, chimney stacks, etc. and other similar situation to ease up about corners. (c) Bitumious based primer confirming to IS: 3384 @ 0.3 kg/SqM to be applied on prepared surface, till the surface is properly impregnated. (d) After the application of approved bituminous primer the water proofing membrane shall be laid on the primed surface by torch application method as per manufacturer's instructions. The overlap while torching shall be 100mm in longitudnal direction and 100 mm in transverse direction. All overlap joints shall be sealed thoroughly by thermo fusing both the membrane layer and sealing it with the help of hot trowel. The overlap joints shall be made as a monolithic layer. (e) All joints and changes in direction should be curved with cement mortar 1:3 mixed with SBR latex @ 200ml per bag of cement and cured well before laying the membrane. (f) Apply a coat of bituminous aluminium paint @ 0.20 Kg/Sqm over APP membrane as per manufacturers instructions. Note :- Under layer i.e PCC padding/ plastering shall be measured and paid seperately.

M&L 20 mm thick granite slab, tabled rubbed, machine cut, duly grinding, polishing, moulding etc of all outer edges / sharp corners, duly fixed in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4), incl pointing in grey cement (1:2) using marble dust with admixture of pigment to match with the shade of slab, complete all specified and directed.

M/sDaljeet singh keer

FTH Traders

sachinder singh

V K Engineers and Associates

M/s JS Constructions

M/S Kesav Dev Agarwal

Ayush Enterprises

M/S Nextage Construction

Khushi Muskan Engineer & Developer

m/s ramesh saran agarwal