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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.3 LAccepted-AOC | L1 | Accepted-AOC Lowest Bid Value. | |
| 2 | L2₹32.0 L+₹4.6 L (16.8%)Rejected-AOC | L2 | Rejected-AOC Higher Bid Value. | |
| 3 | L3₹34.9 L+₹7.5 L (27.5%)Rejected-AOC 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L3 | Rejected-AOC Higher Bid Value. | |
| 4 | Rejected-Technical NO 26 SRI GANESH 7TH CROSS BDS NAGAR DIBBUR RAMAIAH LAYOUT K NARAYANPURA MAIN ROAD BANGALORE 560 077 | BENGALURU URBAN | KARNATAKA | 560077 | - | Rejected-Technical Not recommended being unelisted having two uncompleted works in hand. |
Tender Value
₹26 L
EMD Value
₹80,000
Closing Date
8 Feb 2020, 6:00 pmClosed
GE (AF) BANGALORE
GE (AF) BANGALORE HQ TC AIR FORCE BANGALORE 560006
SPECIAL REPAIRS TO SOAKAGE WELL, MANHOLES, SEWAGE LINE IN SMQ AND PROVN OF ROAD FURNITURE AT CERTAIN LOCATIONS AT HQTC BANGALORE
2019_MES_306513_1
8644/GE(AF)/B-56
Open Tender
Miscellaneous Works
Item Rate
180 days
HQ TC BANGALORE
AS PER NIT
4 documents required · 4 mandatory
₹500
Yes
GE (AF) BANGALORE
₹80,000
Yes
28 Feb 2020
14 Dec 2019
10 Feb 2020
14 Dec 2019
8 Feb 2020
27 Jan 2020
16 Dec 2019 - 26 Dec 2019
Amount
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation manholes etc and getting out in hard/dense soil complete all as specified and directed.
Excavation in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.0m depth for foundation manholes etc and getting out in hard/dense soil complete all as specified and directed.
Demolition of brickwork or stone/boulder/brick masonry, precast concrete block masonary built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified & directed .
Demolition cement concrete in ground floor and paving not exceeding 15 cm thickness (below of above ground level) un-reinforced complete all as specified and directed.
Demolition of reinforced cement concrete in ground floors and paving not exceeding 15 cm thickness (below or above ground level) reinforced.
Taking down cement plaster on brick work or stone walls etc including racking out joints hacking for key, scrubbing down with water etc complete all as pecified and directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar and internal dia of pipe150 mm complete all as specified and directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar and internal dia of pipe 200 mm complete all as specified and directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar and internal dia of pipe 300 mm complete all as specified and directed.
Cutting into existing manholes for connecting new drains (250mm dia SGSW pipe), making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified & directed.
Material & labour for 150mm bore Salt glazed stoneware drain pipes laid in trenches and jointed as specified complete with collers all as specified and directed.
Material & labour for 200mm bore Salt-glazed stoneware drain pipes laid in trenches and jointed as specified complete with collers all as specified and directed.
Material & labour for 300mm bore Salt-glazed stoneware drain pipes laid in trenches and jointed as specified complete with collers all as specified and directed.
M & L concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 150 mm dia pipe, complete all as specified and directed.
M & L concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 200 mm dia pipe, complete all as specified and directed.
M & L concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 300 mm dia pipe, complete all as specified and directed.
M & L for cement concrete 1:3:6 type B-2 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified.
Material & labour Pre-cast cement concrete block masonary with solid blocks, Type C-1 1:3:6 (20mm graded stone aggregate), exc 10 cm in width and setting in cement mortar in CM 1:6, complete all as specified & directed.
M&L PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregate) as in coping and benching and the like including weathering slightly rounded or chamfered angle and throating complete all as specified and directed.
M&L PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in surface channel for man holes and the like including weathering slightly rounded or chamfered angle and throating complete all as specified and directed.
M & L for rendering 15 mm thick in cm 1:4 mixed with liquid water proofing compound as per manufacturer's instructions on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. (Note : Liquid water proofing compound shall be measured and paid seperately at supply only rate)
Supply only liquid water proofing compound
M& L factory made 100 mm thick pre-cast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slabs(Square/rectangular/circular in shape) for manholes and the like etc; set in cement mortar 1:4 with plain fair faces completeall as specified and directed. Note-Rate include for Re-inforcement,transportation etc.)
M& L pre-cast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slabs for manholes and the like etc; set in cement mortar 1:4 with plain fair faces completeall as specified and directed.
S & F inrepair Mild steel plain black sheet, 1.6mm thick as in covers to manhole/ drain cover slabs, cut to size required, bending or turning up, mitred angles, etc., placed in position and welded to the ends of all reinforcement bars of cover slabs all as shown on drawing all as specified and as directed.
M&L TMT Bars 10mm dia and over, cut to length, bent to shape required, inculding cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (ennealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Returning , filling in including spreading , levelling , watering and well ramming in layers not exc 25 cm in solft/loose soil complete all as specified and directed.
Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point soil complete all as specified and directed.
S&F150 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors incl taking down complete all as specified & directed.
S&F110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors incl taking down complete all as specified & directed.
M&L PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement incl taking down complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not other wise provided for complete all as specified and directed.
S&F 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; ramework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed.
S&F of solar powered environment friendly, LED based road stud made of aluminium-aloy shell, 100% waterproof design of dimention 125mmx125mm, high efficiency mono-crystalline solar panel with rechargeable battery and light sensor, six super bright LEDs of colour red/ yellow, view distance : upto 1000meters, flash rate : 2Hz, bearable weight: 10tons approx, working time 3 to 4 days after fully charged battery, fixed at site as per manufacturer's instructions complete all as specified (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
S&F of two way reflective road stud cat eye impact resistance ABS plastic body of dimention 100mmx90mm, reflective panel of amber, red/ white/ yellow/ blue/ green colour with dry & wet reflectivity, fixed at site as per manufacturer's instructions complete all as specified (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
S & F of median marker made of ABS tough thermoplastic body of dimension 150mmx 100mmx 100mm, highly durable and can withstand climatic changes & very high impact and also UV resistant. reflective surface should be inclined at around 20 degree (to vertical) to harness maximum reflectivity, fluorescent yellow/ Red/ White retro-reflective sheeting to be used both sides in median marker for excellent visibility during dawn, dusk and all times during day & night, fixed at site as per manufactuer's instructions complete all as specified (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
M&L Convex mirror made up of polycarbonate materials having clear & definite mirror immage , 130 degree of viewing angle of size 1000 mm dia, provided on MS pipe 50 mm dia , 1.2 to 1.8m long duly poder coated, including embedded with PCC block 1:3:6 type C-2 at site as per manufactuer's instructions complete all as specified. (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
S&F high intensity reflective sheet 50mm wide of red/ yellow/ blue/ green/ white/ orange colour as required to be fixed on tubular steel posles or cemented poles or any other areas complete all as specified and directed. (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
S&F speed breaker of size 450 mm width and of height 45-50mm made out of strong weather-resistant hardened rubber capable to with stand weight of the vehicles comprises of segments of colour black/ yellow. Length of one segment 450-500mm and having 2 x 2 = 4 numbers glass reflective lenses suitable for fixed with 4 steel zinc plated 12 x 120 mm nails at site as per manufactuer's instructions complete all as specified. (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
S&F solar road delineator 6 LEDs of colour red/ yellow housed in alumunium/plastic body. LEDs, solar-cells, battery and light sensor well protected inside polycarbonate sheet; device protected with powder coated wire mesh cage, system mounted over 47 mm dia steel tube powder coated of length 1000 mm having sheet foot for firm grip to ground, working time 3 to 4 days after fully charged battery, including embedded with PCC block 1:3:6 type C-2 at site as per manufactuer's instructions complete all as specified. (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
S&F mandatory and informatory sign boards of size: 600 MM, 900 MM Equilateral Triangle / circle / square, 450 X 600, 600 X 900 rectangle etc, made out of high intensity prismatic retro reflective sheeting conforming to IRC-67:2010 & Type XI standards of ASTM D 4956 09 fixed over 1.5mm thick aluminium sheet and fixed over back support frame of MS angle 25x25x3mm all roundand mounted on 75x75x6mm L angle. The sign post should be painted with one coat of primer and 2 coats of synthetic enamel paint of every 30cm with black and white color. The sign post firmly fixed to the ground br means of properly designed foundation with PCC block 1:3:6 type C-2 at site as per manufactuer's instructions complete all as specified. (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
S&F all directional retro-reflective round delineator short made out of 18 gauge MS pipe of outer dia 47mm and of length 600mm. Delineator powder coated, delineator to have 200mm wide reflective band of colour white and red, reflective bands protected with welded wire mesh cage including embedded with PCC block 1:3:6 type C-2 at site as per manufactuer's instructions complete all as specified. (Make : 3M/ Dark Eye/ Sinor Infrastructure or equivalent).
Surface excavation n.exc (not exceeding) 30 cm deep and averageing 15cm deep and getting out.
Removing excavated material exc. 1.50 Km but n exc 5 Km and depositing where directed
M&L for rendering 15mm thick cement plaster in cement morter 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement.
M&L for 2 coats of cement paint over a coat of priming paint including preparation of new surfaces all as specified
M&L for 20mm thick Granite (Jet black) of any type work (table rubbed and pollished) in cooking plateform, window still 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 granite
M&L Hard core of guage n.exc 63mm deposited spread and leveled in layers n.exc 15cm thick, watered and rammed to a true surface.
M&L for 75mm thick cement concrete ctype C-2, 1:3:6 (40mm graded stone aggregate) as in flooring , foot path, hard standing, plinth protection, bases of water tanks etc, including finishing surface even and smooth without using extra cement all as specified
M&L for chequered cement concrete tiles 30cm x 30cm x 25cm thick, set jointed and pointed in next cement slurry with white cement & pigments in floors over 20mm thick screed bed of cement mortar 1:6 all as specified & directed
Excavating in post holes (or similar holes) in soft/loose 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 n.exceeding 25 cm,
S&F framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel')
Mild steel screw bolts, diameter of neck in 16 to 20mm (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, exc 10cm and n exc 15cm long
S&F Pre-painted galvatume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/ cladding to wall or in door, fixed with self tapping screws as specified.
S&F rolled mild steel in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe-410-W (Gde-E-250) quality-A) including distance pieces, cleats etc.
Material and labour for preparation of putty finished new plastered/old surfaces of wall and applying two coats of distempering walls with distemper oil-emulsion white or tinted over a coat of chalk whiting, on plastered surfaces, preparatory to distempering complete all as specified and directed
M&L for coloured chequered tiles 30cm x 30cmx29.25mm thick set jointed and pointed and pointed in neat cement slurry with coloured cement and pigment in floor over 15mm th screed bed of cm 1:6 completed all as directed.
S&F for powder coated anodised aluminium frame work (minimum thickness of powder coating 50 micron) for doors, windows, ventilators etc. with one or more rebates including joining cleats for fixing etc. complete all as specified and as directed by Engg-IN-Charge.
S&F for Powder coated Anodised aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified and as directed by Engg-IN-Charge.
S&F for Powder coated Anodised Aluminium windows and ventilator shutters, side hung/sliding type without sash bars, (Thickness or powder coating not less than 50 micron), aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.), etc. complete all as specified and as directed by Engg-IN-Charge.
Supply only 4 mm thick Sheet glass, ordinary quality and glazing with oil putty in squares exceeding 0.5 Sq. M in each pane, etc. complete all as specified and as directed by Eng-in-Charge.
Supply only 4 mm thick double tinted sheet glass (black/green), ordinary quality and glazing with oil putty in squares exceeding 0.5 Sq. M in each pane, etc. complete all as specified and as directed by Eng-in-Charge.
Supply only 12 mm prelaminated particle board, interior grade, prelaminated both sides with decorative choice laminations etc. complete all as specified and as directed by Eng-in-Charge.
S&F Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples etc. complete all as specified and as directed by Eng-in-Charge.
S & F 4 levers Brass Mortice lock, vertical type,of Size 100mm all as specificed in SSR Part-I etc. complete all as specified and as directed by Eng-in-Charge.
S & F Aluminium Door closer (extruded section) body, hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed
Dismantling floor hearth or wall tiling including cement mortar bedding but incl screed bed and plaster etc. complete all as specified and as directed.
Excavation in trenches not exc. 1.5 m wide and not exc. 1.5m in depth for laying cable/pole foundation/ stays assembly and getting out in soft/loose soil complete all as specified and as directed.
Material and labour for cement concrete type D-2, 1:4:8 using 40mm graded crushed stone aggregate for foundation of poles etc, complete all as specified and as directed.
Material and labour for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
M&L Providing precast cement concrete solid building blocks or slabs 10cm thick of Type C1 1:3:6 (20mm graded aggregate) (with plain or interlocking joints as directed) setting in mortar 1:6, complete, in walls etc. complete all as specified and as directed.
Material and labour for 25 mm thick Damp proof course in cement concrete 1:2:4 , type B-0 using 12.5 mm graded crushed stone aggregate to horizontal or vertical surfaces including necessary formwork complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Polythene film, black, 50micron laid in floors etc. complete all as specified and as directed by Engineer-in-Charge.
Use and waste of 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 with rough finished complete all as specified and as directed.
Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.with rough finished surfaces complete all as specified and as directed.
Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping).with rough finished surfaces complete all as specified and as directed.
Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide.with rough finished surfaces complete all as specified and as directed.
Use and waste of formwork to chullah hoods, chajjas, troughs and similar items including edges with rough finished surfaces of concrete ,flat complete all as specified and as directed.
Material and labour reinforced cement concrete1:2:4 type B-1 (nominal mix) using 20 mm graded crushed stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc. complete all as specified and as directed.
Material and labour reinforced cement concrete1:2:4 type B-1 (nominal mix) using 20 mm graded crushed stone aggregate as in roof beam, cantilevers, bressummers, lintels over 1.5m span etc. complete all as specified and as directed.
Material and labour reinforced cement concrete1:2:4 type B-1 (nominal mix) using 20 mm graded crushed stone aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
Material and labour reinforced cement concrete1:2:4 type B-1 (nominal mix) using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts etc. complete all as specified and as directed.
Material and labour reinforced cement concrete (nominal mix) using 20 mm graded crushed stone aggregate as in chajjas complete all as specified and as directed.
Material and labour mild steel TMT bars 6 to 8 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 complete all as specified and as directed.
Material and labour rendering 10 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished even and smooth with out using extra cement complete all as specified and as directed by Engineer-in-charge. .
Material and labour rendering 5 mm thick in cement mortar 1:3 on fair faces of brick work or concrete surfaces on ceilings finished even and smooth with out using extra cement complete all as specified and as directed by Engineer-in-charge.
Material and labour for 100 mm thick cement concrete 1:4:8 type D-2 using 40mm graded aggregate as in flooring finished rough etc. complete all as specified and as directed.
Material and labour for 25 mm thick cement concrete 1:2:4 type B-1 using 20mm graded aggregate as in flooring finished rough for receiving toping layer of tiles complete all as specified and as directed.
Supply and fix Non - skid coloured ceramic joint free dark shade tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15 mm thick screed bed in cement mortar 1:6 for laying floor finishes complete all as specified and as directed.
Supply and fix Non - skid coloured ceramic joint free dark shade tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, as in vertical surfaces such as in skirting/dado. etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10 mm thick rendering in cement mortar 1:4 complete all as specified and as directed.
Material and labour for 15 mm thick screed bed in cement mortar 1:4 mixed with water proof compound on roof top surfaces complete all as specified and as directed.
Material and labour for water proofing treatment on horizontal or vertical surfaces by applying oil bound bitumen primer @ 0.20 kg/sqm and providing 4mm thick APP modified water proofing membrane weighing not less than 4 kg/Sqm, reinforced with non woolen polyster matt weighing not less than 160 gm/Sqm including minimum 10cm side lap and 15cm end lap torch sealed and bonded and applying a coat of blown grade hot bitumen 90/15 over and below the membrane @ 1.20 kg/sqm in drying over the membrane finished with solar reflective bituminous aluminium paint/primer @ 0.1 kg/sqm over RCC roof slab/parapet after cleaning the surfaces by removing dust, dirt, etc. as per manufacturer instructions and all as specified and as directed.
Supply only Integral waterproofing compound
Material and labour for Preparation of new surfaces or unplastered surfaces of ceiling and applying two coats of oil bound distemper over a coat of chalk whiting complete all as specified and as directed.
Material and labour treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and as directed.
Material and labour treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured ) complete all as specified and as directed.
Material and labour treating the top surface of filled earth at thte rate of 5 litres of emulsion per square metre of surface complete all as specified and as directed.
Material and labour treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface areacomplete all as specified and as directed.
Material and labour treating along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. in apron complete all as specified and as directed.
M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth and even without using extra cement etc. complete all as specified and as directed by Eng-in-Charge.
M&L for Preparing newly plastered or unplastered wall surfaces and applying two coats of oilbound distemper over Birla wall care putty of 3mm thickness etc. complete all as specified and as directed by Eng-in-Charge.
S&F steel work in tubular trusses including special shaped washer ect. complete using ERW or indluding butt welded tubes conforming to I.S.1161-1998 grade St-240.
M&L for two coats of synthetic enamel paints over a coats of red oxide primer including prepration of new steel surfaces of any description over 10 cm in width or girth not otherwise described
S&F Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed by Engineer-in-charge.
Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 etc. complete all as specified and as directed by Eng-in-Charge.
M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth and even without using extra cement etc. complete all as specified and as directed by Eng-in-Charge.
SRI VIGNESH BUILDERS
OM ENTERPRISES
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