Certain Misc repair to Path, fencing, Compound wall, Gate Pillars and Gates and other Misc B/R Repairs under GE Satwari

Amount

Excavation of loose earth accumulated , debris, vegitation in existing drain complete all as specified and directed by Engr. in Charge .

Excavating in any type of soil for Post holes (or similar holes) each n.exc 0.5m Cum, getting out returning ,filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm and removing surplus soil to a distance n exc 50m and making good surface complete all as specified.

Demolition of brick work built in cement mortar or cement lime mortar incl all quoins, arches pillars etc and removing unserviceable material exc 100 mtr as specified.

Demolition cement concrete (unreinforced) Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) incl removing from site to a distance n exc 500 m all as specified.

Demolition of Reinfored cement concrete of any description and in any position and removing the rubbish from the work site out side defence permises.

Taking down cement plaster of any decription on brick work including racking out jointing hacking for key scrubbling down with water and removing all the demolished material outside cannt area.

Taking down existing steel door / gate of area exceeding 2.00 Sqm but not exceeding 5.00 Sqm each having two leafs and refixing in same opening including necessary repair work i.e frame, PBI sheet, guide channel, flat iron bracing, steel roller, hold fast etc. and making good the disturbed surfaces of wall to the entire satisfaction of Engr-in-charge.

Dismantling floor, hearth or wall tiling including complete cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the Cantt. area complete all as directed.

Dismantling wrought iron or mild work of any description.

Dismantling post or struts (of wood, steel or RCC) any section including taking out embedded portion and making good disturbed ground.

Cleaning of the existing drain, girth not excceding 2 mtr, by taking out vegetation etc. including excavating of loose earth accumulated and removal of the debris from the site of work to a distance not exceeding 50metres complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete, all as specified.

Material and labour for hardcore of broken stone of gauge n.exc 63mm, deposited spread and leveled in layers n.exc 15cm thick watered and well rammed to a true surface, complete all as specified and directed

Except material of hard core of gauge n.exc. 63 mm, deosited spread and levelled in layers n.exc. 15 cm thick using broken stone or boulders, watered and rammed to a true surfaces.

Removing excavated surplus materials to a distance not exceeding 50mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point Note : During excavation/taking out any damage to the existing services like telephone cable,sewage line,electric cable,water supply pipe will be repaired by the contractor at his own arrangement.No extra payment will be born by the deptt on this account.

Material and labour for 75 mm thick PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate laid in alternate as in sub base of floors/pathway/hardstanding finished even and fair to receive top finish complete all as specified and directed by Engr-in-charge.

Material and labour for Precast cement concrete 1:2:4 type B-1 (using 20 mm graded aggregate) block masonry with solid blocks, exceeding 10 cm in width as in kerb stone and setting with cement mortar 1:4 complete all as specified and directed.

M&L UPVC Type - 'B' grade drain pipes of 150 mm internal dia, laid in trenches on concrete bed and jointed as in repairs complete all as specified and directed by Engr-in-Charge.(excavation and earth work and concrete bed shall be measured and paid for separately)

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc and brushing surface with neat cement slurry with 3.0 kg of cement per sq. metre, removing serviceable tiles to store and rubbish off the Cantt area complete all as directed.

Material and labour for machine pressed precast concrete interlocking paver block of any shape and size conforming to IS 15658-2006 of 60mm thickness M-35 Grade with white cement and pigment to match laid over and including 25 mm thick dry sand cushoning etc (colour and pattern as per sample kept in GE office as approved by GE) complete all as specified and directed.

Factory made precast concrete designer paver tiles any colour, shape and size not less then 300mm x 300mm x 20mm thickness, M-25 grade pointed with grey cement and pigment over and including 15mm thick CM 1:4 screed bed or bedding layer complete all as specified and directed by Engineer-In-Charge.

Material and labour for precast factory made designer tiles (Rectified interlocking tiles) glazed top made in white cement and pigment base of thickness not less than 20mm in different colour and pattern (compressive strength not less than 250 kg/sqcm) set and jointed in neat cement slurry (colour and pattern as per sample kept in GE office as approved by GE)over and including 15 mm thick screed bed in CM 1:6 all as specified and directed by Engr-in-Charge

Material and labour 75mm thick PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in floors,path,pavings,hardstanding and similar works laid in alternate bays finished even and even without using extra cement and necessary formwork , including joints filling by using mastic filling comprising one part of bitumen 85/25 mixed with three parts of coarse sand by weight complete all as directed complete all as directed.

Material and labour formwork to soffits of suspended slab such as roofslab, floor slab etc.all as specified and directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete 1:2:4 (Nominal mix) as in slabs supported on walls, beams and columns and the like slab laid in slope all as specified and directed

Precast reinforced cement concrete 1:2:4 type B-1 ( 20 mm graded crushed stone aggregate) nominal mix as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs and similar articles with plain faces as specified in clause No 4.11.16 of SSR Part-I (2009), set in cement mortar 1:4 . complete all as specified and as directed by Engineer-in-charge

Material and labour for cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) in 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 water troughs and the like incl weathering slightly rounded our chamfered angles and threading complete all as specified and directed

Cement concrete work as in pavement/hardstanding of thickness 100 mm thick PCC 1:2:4 type B-2 using 40mm graded stone aggregate finishing the surface concrete topping even and fair including use & waste of form work and and to divide the area in panels all as specified and directed.

Finishing Surface of concrete floor by brooming finishing the surface concrete topping in green Condition all as specified and directed.

M&L for Forming Expansion joints 100 mm deep x 10mm wide filled with sealing with bituminous sand filler 1:3 complete all as specified and directed.

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc and brushing surface with neat cement slurry with 3.0 kg of cement per sq. metre, removing serviceable tiles to store and rubbish off the Cantt area complete all as directed.

Material and labour 16-18mm thick Granite (Z- Black)(of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like 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 over and including screed bed or bedding layer of cement mortar (1:6), 15mm thick all as specified and directed by Engineer-in-charge.

Material and labour,16-18 mm thick Granite (Z- Black)(of any type) work (table rubbed and polished) for wall lining'(Veneering to wall) 12 mm thick in cement mortar (1:3) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick screed plaster of cement mortar (1:3) all as specified and directed by Engineer-in-charge.

Material and labour for plain cement concrete PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified

Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation filling of stay assembly and couping of poles complete all as specified and directed

M & L reinforced cement concrete type B-1, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed

M & L Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 sq. cm and n. exc. 250 cm with or without chamfered angles and flat, splayed, rounded or mitred tops as directed.

Supply and fixing TMT bars 10 mm dia and over cut to length bent to shape required including cranking hooking ends & binding with and including MS wire (annealed) not ness than 0.9 mm dia etc. all as specified.

Material and labour for TMT steel bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) all as specified and directed.

MS steel round bars 6mm dia in nibs etc., cut to length, bent to shape required including hooking, fixing in precast RCC fencing posts for fixing of barbed wires, complete all as specified and as directed.

MS work such as angle iron fencing posts struts and flat iron fillets etc, including drilling hole punching,splitting ends to secure chain link fencing or fixing of barbed wire to posts including all necessary cutting, welding bolting or riveting etc complete all as specified and similar work conforming to Fe-290 Gde E-165.

Supply and fixing, Mild steel 10 mm round Bars Fe 290 Gde E-165.

Supply and fixing Galvanised. 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 provision of galvanised mild steel wire, staples or steel pins etc. as directed (each line wire to be measured).

Fixing only 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 provision of galvanized mild steel wire, staples or steel pins, etc as directed

Tightening old barbed wire & Restraining resecuring including making good staples etc. complete all as specified & directed by Engr-in charge.

Supply and fixing mild steel screw bolts of 5 to 10mm dia (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends each screwed ends to be fitted with washers and one hexagonal or square nut n exc 5cm long completed all as specified and directed.

Material and labour, chain link MS galvanised fencing of size 50mm x 50 mm cold dip fixed to angle iron frame and flat iron with suitable nuts and bolts any size or type complete all as specified. Note:- Angle iron, flat iron & nuts and bolts shall be measured and paid separately.

M&L framed work such as grills / Gates / doors section with gusset plates, rails braces etc complete drilling welding for fixing hanging or sliding with and including either hooks and hinges(Tee ,Angle MS tube Flat iron channel,) shouldered, riveted, or welded conf to-Fe-410-0 or Fe-310-0

S&F Ready made cast iron decorative crowns welded at top of each vertical box section.

Framed work such as grills grating etc with ends of bars shouldered and riveted or forged into spikes framed balusters, walkways, railings frame work of water tank and similar work conforming to Fe 290 Gde E-165.

M&L 1.25 mm thick mild steel plain black sheet covering door shutters / gates welded /riveted including bending turning up stopped ends outlet etc.

Repair by welding n. exc 2.5 cm but n.exc 5 cm in length, thickness of metal to be welded exc 6 mm but n.exc. 9 mm to steel gates.

Repair to steel Gates (including slot pin, Pintol hinge,Ball bearing,hook and eye of standard quality where required, resecuring of MS plates/sheets & Guard bars /grills by using welding equipments complete all as directed

Material and labour glazed ceramic tiles in vertical surface 300x200x7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over 15 mm thick CM 1:4 all as specified. Make : Somany,Kajaria ( sample as approved & kept in GE's sample room)

M&L for Coloured glazed ceramic buzz tiles ( usable for external surfaces) in vertical surfaces of wall/pillars 450x350x 7 mm thick as directed joint free , set and jointed in neat cement slurry and pointed in white or coloured cement to match the coloured tiles over and including 10 mm thicm backing coat in cm 1:4 complete all as specified and as directed.

Material and labour of Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6mtr mean radius built in CM 1:6 complete all as directed.

Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6, complete, but except brick, i.e. using serviceable bricks obtained from demolition, complete all as specified and as directed.

Material and labour for brick work with subclass ‘B’ bricks, old size bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and as directed by Engineer-In-Charge.

Rendering 12 mm thick CM 1:4 on fair faces of brick work or concrete surfaces or concrete surface finished even and fair without using extra cement all as specified and directed by Engr-in-charge.

Material and labour for Rendering 15 m thick on fair faces of brick in cement mortar 1:4 finished even and fair without using extra cement complete all as specified

Material and labour for Rendering 15 m thick on fair faces of brick work in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified

M&L for preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of primer complete all as specified.

M & L for preparation of old decorated plastered /concrete/ brick surfaces of walls and applying one coat of cement based paint on old decorated surfaces including preparation complete all as specified.

M&L for preparation of old decorative plastered/concreat surface of wall, chajja, facia, face of columns, beam ect by booming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots & rubbing with sand paper and applying one coat of weather proof exterior emulsion including necessary filling of wall care putty on uneven surface as and where required all as specified.

Material and labour for Precast cement concrete type B-0 (using 20 mm graded aggregate) in louvers and jallies, 40 mm thick (measured solid) including all mouldings set and jointed in CM 1:4 including taking down or dismatling of old u/s item found at site allas specified and directed

Material and labour for Precast cement concrete 1:2:4 type B-1 (using 20 mm graded aggregate) block masonry with solid blocks, exceeding 10 cm in width as in kerb stone and setting with cement mortar 1:4 complete all as specified and directed.

M&L Preast RCC slab type B1, 1:2:4 using 20 mm graded aggregate supported with wall, beam, column in floor, roof, landing etc.

M&L Cement concrete Type B-1 1:2:4 ( 20 mm graded aggregate) in surface channels and drains all as specified.

Extra for forming fair finished drain or channel 90 cm inner girth in cement concrete using extra cement including forms,moulds,mitred/stopped ends etc complete all as specified and as directed by Engineer-In-Charge.

Add or deduct for each 25mm girth or part thereof over or under 30cm complete all as specified and directed.

Form work to the side of flat wall of surface channel/ drain rough finished complete all as specifed and as directed.

Material and labour for two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces including preparation of new surface over 10cm width or girth complete all as directed by Engr-in-Charge

Material and labour for applying one coat of synthetic enamel paint on old painted steel surfaces of any description having width/girth exceeding 10 cm including preparation and rubbing with sand paper to make surface even and smooth and apply putty and primer where requred complete all as specified.(For Scattered Iron fencing posts & Steel gates)

Preparation of old plastered or unplastered surfaces including brooming down or steel wire brushing,scrapping down smokesoot,moulds,moss and efflorescent salts and trading oil greasy spots of stone or concrete kerb stones, any width or girth , applying one coat of Synthetic enamel paint in different tint , over 10cm girth or width not otherwise described complete all as specified and as directed

Preparation of new cement plaster/kerb stone /new surface and applying two coat of synthetic enamel paint in black and white pattern or other different color pattern over a coat of primer complete all as specified and directed.

Preparation of new plastered/ concrete surfaces of walls to achieve smooth and even surface and applying two coats of cement based paint over and including one coat of primer complete all as specified and as directed by Engr-in-charge.

Complete removal of existing treatment including washing, rubbing down with sand paper and stopping of painted surfaces including preparation of old plastered surfaces of walls, chajjas, fascia, face of columns, beams etc. and applying one coat of weather proof exterior emulsion , making good uneven surface/holes with wall care putty coloured in same shade where ever required etc (up to 4th storey with necessary scaffolding) complete all as specified and directed.

Material and labour for two coats of oil bound distemper on new surface of walls over priming coat and making good surfaces with Birla white putty all as specified and directed

Material and labour for complete removal of existing treatment of plastered surfaces of walls including preparation of surface wall and applying two coats of oil bound distemper over a coat of alkali resistant priming coat with two coats of Birla/JK wall care putty complete all as specified and directed.

Preparation of new plastered or unplastered surfaces of walls to achieve smooth and even surface and applying three coats of white washing complete all as specified and as directed by Engineer-in-charge.

M/s Sunny Builders

CELMAC REGD

M/S shakti steel industries

M/S Shesh Paul Gupta

M/S GVSR ENTERPRISES