SPECIAL REPAIRS TO GATES OF OMQS AT BOLTON ROAD AND CERTAIN MAJOR REVENUE AND MINOR WORKS AT AFS BEGUMPET AND CAW UNDER GE (AF) HAKIMPET

Amount

Note : In case description of any two or more items of the schedule ‘A’ is same and the tenderer quotes different rates for such items, only lowest rate of such items will be considered for acceptance and subsequently payment will be made upon execution of the items accordingly.

Surface dressing not exceeding 15 cn deep in Soft / loose soil . 15cm thick as in Soft / loose soil

Demolition of brick works/stone masonry work built in cement mortar including all quions, arches, pillars etc.

Exavation in trenches not exceeding 1.50 m wide and not exceeding 1.5m in depth in hard/dense soil and getting out .

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

Removing excavated soil to a distance not exc 50m and deposting where directed complete all as specified and as directed.

M&L PCC 1:4:8 type D2, using 40mm graded aggregate as in foundation concrete complete all as specified and as directed.

M&L PCC 1:2:4 type B1, using 20 mm graded aggregate as in coping etc., including necessary formwork complete all as specified and as directed.

M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter complete with smooth surface all as specified and as directed.

M&L formwork to sides of pillars, posts, struts, piers, columns and stanchions with smooth surface complete with smooth surface all as specified and as directed

M&L Reinforced cement concrete nominal mix type B1 1:2:4 (using 20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed

M&L Reinforced cement concrete nominal mix type B1 1:2:4 (using 20 mm graded stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and as directed

S&F TMT bars 10 mm dia & over cut out length, bent to shape including cranking, bending and binding with 0.9 mm dia mild steel wire or securing with clips complete all as specified and as directed

M&L for TMT bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified

Material and labour for brick work with fly ash bricks old size, straight or curved on plan exceeding 6.0 metre mean radius built in cement mortar 1:6 complete all as specified and as directed

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

M & L rendring 15mm thick in CM 1:4 on other than fair face of brick work surfaces to be finished fair and even smooth without using extra cement complete all as specified and as directed.

M&L for preparation of newly plasterd surfaces and applying two coats of cement based paint over a coat of primer including preparation of surfaces etc all as specified and as directed.

Supply and fix 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 fittings and conforming to Fe 410-W (Gde E-250) quality ‘B’ including dismantling existing complete all as specified and as directed

Supply and fix joist, channel, angle or tee sections, fixed independently , without connection plate etc cut to ordinary length within 20mm of the length conforming to Fe 410-W (Gde E-250 quality-B) complete all as specified and as directed

Material and labour for preparing the new steel or iron surfaces of any description over 10 centimetre width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and as directed

M&L for 20mm thick Granite (of any type) work(table rubbed and polished) for wall lining / cladding over cement mortar in (1:4) (veneering to wall) 12mm thick in cement mortar(1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.all as specified and directed.

Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion of concrete, brick masonary and making good disturbed ground all as specified and directed.

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

M/L cement concrete 1:2:4 type B-2 (using 40 mm graded stone aggregate) as in foundation for posts etc, incl formwork if required complete all as specified

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

Supply only Chain link MS galvanised fencing, any size or type complete all as directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire all as specified and directed

S&F mild steel work as in posts and struts in fencing including cutting top to shape as direct, drilling holes, notching for wire etc,. flat iron fillets (for securing wire mesh etc.) incl all necessary drilling, bolting or reveting,etc and similar work conforming to Fe410-0 or Fe-310-0 all as specified and directed.

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

Mild steel screw bolts (Machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5 Cm long but not exceeding 10 cm long , 5 to 10mm dia of neck as specified and directed.

S & F mild steel TMT bars 10 mm dia over, cut to length, bent to shape required including crancking bending spirally for hooping for col hooking ends and binding with and including mile steel wire non less than 0.9 mm dia securing with clips in quality complete all as specifed and directed.

Dismantling of cement concrete tiles incl cement mortar bedding (but not backing coat) removing unserviceable tiles to store and rubbish of the permises

M & L 75mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base.

M&L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in near cement slurry in floors With grey cement and pigments and including 15mm screed bed in CM 1:4 all as specified and directed.

Demolition of cement concrete in ground floors and paving n.exc 15 cm thickness (below or above ground level)

M&L for 60mm thickness, M-35 Grade rubber moulded precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 with grey cement and pigment , laid over sand cushioning.

M&L for Sand filling under floors 50 mm thick in foundations including watering and consolidation all as specified and directed.

S&F 2mm thick fibre traasulant sheet fixed with screws to gates and sheds all as specified and as directed .

Cutting holes into or through cement concrete slabs, chajjas, etc. reinforced or otherwise superficial area exc 100 and not exc 250 sq cm

Cutting holes into or through brick walls built in mud mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required superficial area not exc 150 sq cm

Cutting grooves in brick wall, 75mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3

M&L Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240

S&F Pre- painted galvatumealuminum zinc coating GIbased corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to specified

S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as inroof covering/cladding to specified

M&L 75mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in flooring finished even and smooth without using extra cement.

M&L 75mm thick cement concrete type C-1,1:3:6 (40mm graded aggregate) as in plinth protection flooring finished even and smooth without using extra cement.

M&Ll Chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey cement and pigment, set, jointed and pointed in neat cement slurry in floors over screed bed of 15mm in cm 1:6 complete all as specified and as directed/

M&L two coat of cement based paint over a old plasterd surfaces including prepartion of surfaces complete all as specified and as directed.

M& L Virified Ceramic tiles light shade 9 to 10 mm thick(square/rectangular) polished, area of each tiles not exceeding 0.36 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed in CM1:6 complete all as specified and directed by engineer in charge

All as above item but on vertical surfaces over 10mm 1:4 cm backing coat

S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors all as specified and as directed.

S&F 110 mm bore PVC (SWR) bends any radiuis all as specified and as directed

S&F Wire netting of galva nisedsteel wire, 1.40mm dia size of mesh 25mm

Surface dressing not exceeding 15 cn deep in hard / dense soil . 15cm thick as in hard dense soil.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard or dense soil

Rough excavation not exceeding 1.5 m deep and getting out in lhard / dense soil

M&L hardcore of broken stones or boulders of guage n exc. 63mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface.

M & L 100 mm thick cement concrete type C-2, 1:3:6 (40mm graded aggregate) as in sub base.

M&L 100 mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in flooring finished even and smooth without using extra cement.

Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing com?pound, Grade ‘A’ 100 mm thickness

Rough excavation exceeding 1.5 m deep and not exceeding 3.0 deep and getting out hard and dense soil and getting out

Removing excavated materialexc. 250 m but n exc. 500 m anddepositing where directed

Material and labour PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in channel and drain including necessary formwork all as directed.

Demolition of cement concrete of any description and in any position ( un reinforced)

M&L 75mm thick PCC 1:3:6, type C-2 (40 mm graded agg) as in path, Hardstanding, plinth protection and similar work finished fair and even surface complete all as specified and as directed.

M&L, pre cast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in cover slabs including necessary form work, placed in position, set in cement mortar (1:4) including dismantling of damaged RCC cover slabs complete all as specified and directed. Note: Reinforcement shall be measured and paid separately.

S&F PVC (SWR) pipes single socketed with rubber ring jointed in any length fixed on walls / floors of 110mm bore complete all as specified and as directed .

M&L for 150 mm internaldia Reinforced concrete pipes, class NP3, laid and jointed complete with collars all as specifed and directed by Engr-in-charge.

M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 for 150 mm dia pipe.

Cutting into existing manholes forconnecting new drains, making goodto pipe and rendering, cutting outexisting benching for and formingbranch channel (1/2 round or 3/4section) in cement concrete 1:2:4 typeB-l smooth finished, and reformingbenching as required internal dia of pipe 150mm

S & F MS 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 rivetting etc and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-In-Charge.

Fixing only Chain link fencing 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 specified and as directed by engineer-In-charge.

Supply only PVC coated Chain link fencing 75 mmx 75 mm (Electriplating GI 2.5mm wire + 1.5 mm PVC Coating) 4 mm wire dia after PVC coating.

M & L Mild steel round bars 10 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for columns hooking ends and binding with and including mild steel wire annealed not less tan 0.9 mm dia or securing with clips quality conforming to round barsconfirming Fe-410-W(Gde.E-250), complete all as specified and as directed by Engineer-in-Charge.

Returning, filling incl spreading leveling watering and well ramming in layers n exc 25 cm thick each layer complete all as specified and directed by Engr -In Charge.

M&L for Prepration of new or previously un-treated steel surfaces over 10 cm in width or girth , not otherwise described and painting with two coats of synthetic enamel paint over one coat of redoxide primer ,complete all as specified and directed and directed by Engr-in -Charge.

M&L Pre-cast cement concrete block masonry with solid block exc 10cm in width and setting in CM 1:6 complete all as directed.

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft and loose soils.

M & L for Pre-cast cement concrete block masonry with solid blocks, Type C1 1:3:6 (20mm graded aggregate) exc. 10 cm in width and setting in cement mortar 1:4, complete

Material and labour PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in copings all as specified and directed.

Removing excavated material/soils / Debris to a distance exc. 500 mtrs and not exc.1500 mtrs, depositing where directed at a level not exc. 1.5 mtr above the starting point all as specified and as directed.

S&F stain less steel pole and chain Gde SS -316 for platform, stair case etc including necessary fittings complete all as specified and directed

M & L 100 mm thick Cement concrete type B1, 1:2:4 (using 20 mm graded granite stone aggregate) in sub base of flooring/ hard standing finishing the surface even and smooth

M&L for 20 mm thick screed bed or bedding layer in CM 1:6 for laying of floor finish.

S&F Heavy duty Indura Parking tiles 300x300x 9-10 mm thick set, jointed and pointed in neat cement slurry incl 20mm thick cement screed bed in CM 1:6 in floors, path and hardstanding complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.

M&L, Makrana white Marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills, 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 marble shade and including screed bed or bedding layer 20mm thick in cement mortar 1:4, pointing with white cement (1:2) using marble dust with admixture of pigment to match the shade of marble including cutting and beewax polishing complete all as specified and directed.

M&L, Green Marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills, 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 marble shade and including screed bed or bedding layer 20mm thick in cement mortar 1:4, pointing with white cement (1:2) using marble dust with admixture of pigment to match the shade of marble including cutting and beewax polishing complete all as specified and directed.

M&L for preparation of new wall/ concrete surfaces and applying two coats of exterior emulsion weather coat, complete all as specified and directed. Make: ’Apex weather proof exterior emulsion XP' or equivalent in Asian make as approved by GE.

S&F rolled mild Steel work Fe-410-W(Gde- E-250) quality-A' in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete all as spd.

M&L Glass dividing strips, 3 mm thick, 38mm width complete all as specified

M&L for 100mm thick PCC 1:4:8, type D-2 using 40mm graded stone aggregates as in sub bases of floors and pavings.

M&L machine pressed precast concrete inter locking paver block with grey cement and pigment (Reflective type)in any shape and size confirming to IS-15658-2006 of 60 mm thickness M-30 grade complete all as specified.

Removing excavated soil exc 50 m but not exc 250m away and depositing where directed at a level not exc 1.5 m from the starting point.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified.

CHATLAPALLY NAGENDER (BID ID -3470077)

RAJU AND COMPANY (BID ID -3465438)

Indu Electricals (BID ID -3469833)

K P R ENTERPRISES (BID ID -3469443)

NEWS CONSTRUCTIONS (BID ID -3475134)

Venkat Ramaiah (BID ID -3469123)

POWER CONSTRUCTION COMPANY (BID ID -3475009)

VACON INFRASTRUCTURES (BID ID -3469826)