Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 May 2025
Closing Soon12 May 2025
Tender Amount₹ 50,06,000
Costs
EMD
₹ 1,00,090Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Cwe/chd-117/2024-25 Repair To Chajjas/ Coloumns/ Beams At Ge Chandigarh
Description
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Contact
Tender Id
2025_MES_703553_1Tender No
CWE/CHD-117/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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M&L for Rendering 15 mm thick in Cement Mortar 1:6, on faces of brick or concrete surfaces and finishing the surface even and smooth without using extra cement etc. complete all as specified and as directed by Engineer-in-Charge.
60
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S&F 20 mm thick granite machine cut stone slab (table rubbed polished) as in cooking platform, jamb, cill, step, riser, counter basin oval shape & table top set and jointed with cement slurry and bedded over & including 15 mm thick bedding layer of cement sand mortar 1:4, & pointed with white/ coloured cement including grinding, rounded and chamfered edges and granite polishing etc complete all as specified and directed by Engineer-in-Charge.
20
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M & L for preparing old plastered or unplastered surfaces of wall by washing rubbing down and stopping of painted surfaces of any description filling the all holes / patches with wall care putty to make surface smooth wherever required and two coats of cement base paint complete all as specified and directed.
150
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M&L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
2
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M&L for providing and applying 15 mm to 30 mm thick layer of single component, fibre reinforced, sulphate resistant, low shrinkage, high performance cementitious structural repair mortar conforming to EN 1504-3 Class R4 on exposed concrete surface as per technical specification. Material should have Compressive Strength 55 MPa as per EN:12190, chloride iron content 0.05% as per EN:1015-17, Adhesive bond 2.0 MPa as per EN: 1542, Carbonation resistance dk control concrete (MC(0,45)) as per EN: 13295 & Elastic modulus 20.0 GPa as per EN: 13412 (Complete finished item with all leads and lifts) complete all as specified and as directed by Engineer-in-Charge.
Product : Sika MonoTop(R)-412(IN) (Sika)/ Dr Fixit 257 repair polymer mortar (Dr Fixit)/ Fosroc Renderoc SP (FOSROC) or equivalent as approved by GE.
370
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M&L for 20-25 mm thick Machine cut kota stone slab flooring size 55 cm X 55 cm over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing including 15 mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
140
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S&F 25 mm thick WPC (wood polymer composite) board both side liminated high gloss/ mat finish, any colour and fixed with screws in cup board shutters/ shelves and kitchen cabinets including beading each shutter (weight of board not less than 15 kg/sqm) including taking down cup board shutter with frame and shelves complete all as specified and as directed by Engineer-in-charge.
40
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M&L for Reinforced Cement Concrete 1:2:4 type B-1 (nominal Mix) (using 20 mm graded stone aggregates) 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 by Engineer-in-Charge.
5
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M&L for preparation of new or previously untreated steel and iron surfaces of any description, over 10 cm in width or girth and applying 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.
256
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M&L for cement concrete 1:2:4 Type B1 (using 20 mm graded stone aggregates) as in lintels upto 1.5m 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, water trought and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge.
8
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Supply and fixing Mineral Fiber Ceiling Tile 16 mm thick with 15 mm Grid system interlocking UNI T15 Pro T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15 x 32 mm of length 3000 mm, cross T of size 15 x 32 mm of length 1200 mm and secondary intermediate cross T of size 15 x 32 mm of length 600 mm to form grid module of size 600 x 600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8 mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85 x 25 x 2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls/ partitions with the help of GI perimeter wall angle of size 24 x 24 x 3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. Then 16 mm thick Impression or equivalent Mineral fiber ceiling panel having FLB edge of size 595 x 595 shall be placed into the above grid of size 600 x 600 mm.
50
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Taking down chowkhats or frames not exceeding 1.5 Sqm with shutter (without taking off shutters from the frame) and removal from site complete all as specified and directed by Engineer-in-charge.
1
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Dismantling of cast iron or reinforced concrete drain pipes of 100 mm internal dia, jointed in any mortar complete all as specified and as directed by Engineer-in-Charge.
60
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M&L mild steel work in framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.
2100
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Note for Serial Item no. 74 & 75:-
(i) Thickness of powder coatings shall be not less than 50 micron.
(ii) Weight of the aluminium sections only shall be measured and paid.
(iii) Aluminium doors window/ ventilators to be fixed to jambs with cadmium plate screws.
(iv) The rate shall be inclusive of neoprene beadings, handles, hinges, screws etc. weight of fittings/ fixtures will not be measured for ariving the weight of aluminium section.
(v) Glass panes and panels shall be measured & paid separately under respective items. Design shall be approved from Engineer-in Charge as per existing at site before fabrication and bulk order to the manufacturer.
-
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M&L for Rendering 10 mm thick in cement mortar 1:3 on RCC surface of wall/ chajja/ beam/ column, finished even and smooth with water proofing compound, without using extra cement complete all as specified and as directed by Engineer-in-Charge.
500
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Cutting grooves 'C' section in existing beam, lintel, beam, brick wall for contruction joint to new chajja, beam, complete all as specified and as directed by Engineer-in-Charge.
150
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S&F Stainless steel work such as Frames, grills, gratings, etc. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred doors;ladders; framed balusters; walk ways; railingswork on forming to grade 304 complete all as specified and as directed by Engineer-in-Charge.
247
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M&L for out door/ parking tiles heavy duty for light traffic Non skid, anti scratch, heavy grip, vitreous/ semi vitreous, coloured, unique designs tiles 8 to 10 mm thick, area of each tile of size 300 mm x 300 mm, as in floors parking/ outdoor tiles etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15 mm thick screed bed in CM (1:6) complete all as specified and directed by Engineer-in-charge.
60
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S&F Powder coated aluminium handle 125 mm long complete all as specified and as directed by Engineer-in-charge.
10
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M&L for welding in repairs exceeding 2.5 cm and not exceeding 5 cm in length, thickness of metal to be welded exceeding 9 mm but not exceeding 20 mm thick for connecting new and old reinforcement in any position complete all as specified and as directed by Engineer-in-Charge.
400
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M&L for providing and fixing additional corrosion resistant hot dip galvanised steel rebar Fe-500 or higher grade as required, drilling and rebaring of 10 mm dia x 160 mm deep in various structural elements such as columns, beams and slabs etc, to replace the lost rebar section due to corrosion including cutting, bending and fixing the bar by installing new rebar with ETA Approved Epoxy based anchoring adhesive Sika Anchor Fix 3030 (Sika)/ hilti RE 500 V4 (Hilti) / Lokfix E 77 (Lokfix) or equivalent as approved by GE complete all as specified and as directed by Engineer-in-Charge.
360
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Use and waste of Formwork to soffits of suspended slabs on flat, such as roof slabs, floor slabs, landings bolcony, parapets & similar work; not exc. 200 mm thick (Horizontal or sloping) Rough finished surfaces of concrete flat height (upto 6th floor) complete all as specified and as directed by Engineer-in-Charge.
18
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M&L for PVC hollow wall panelling 7 to 8mm thick, any colour/ design approved by engr-in-charge, inclusive of fixing on to wall including moulding end caps fixed with PVC sleeves and screws as required at site including dismantling of walls and ceiling boards/ wall panelling or insulation board any thickness, including cover fillets complete all as specified and as directed by Engineer-in-Charge.
50
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M&L for 20-25 mm thick Machine cut kota stone slab as in riser of steps, skirting, dado and pillar laid over 10 mm thick rendering in CM 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade including rubbing and polishing complete all as specified and directed by Engineer-in-Charge.
15
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M&L for Non-skid Ceramic coloured 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 and over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
50
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S&F Powder coated aluminium handle 200 mm long complete all as specified and as directed by Engineer-in-charge.
2
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S&F 110 mm PVC (SWR) ISI Mark bends any radius complete all as specified and as directed by Engineer-in-Charge.
12
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Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge.
31.5
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S&F for 110mm dia PVC (SWR) single socket in any length with rubber ring joints fixed to wall complete all as specified and as directed by Engineer-in-Charge.
60
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M&L for Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, laid in vertical surfaces such as skirting/ dado on wall surfaces, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick rendering in CM 1:4 complete all as specified and directed by Engineer-in-Charge.
10
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M&L for Mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT bars complete all as specified and as directed by Engineer-in-Charge.
100
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M&L for Non-skid Ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
28
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M&L for 100 mm thick Plain cement concrete 1:3:6, Type C-2 (using 40 mm graded stone aggregates) as in flooring/ subbase including finishing the surfaces even and fair complete all as specified and directed by Engineer-in-Charge.
100
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S&F of pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws and washers complete all as specified and directed by Engineer-in-Charge.
150
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S&F 50 mm long magnetic catcher of brass alloy body, superior quality and fixed in position with screws complete all as specified & directed by Engineer-in-charge.
15
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M&L for examining concrete by tapping with light hammer and marking of the loose concrete areas of structural elements in straight line geometrical forms, grooving the edges with grinder upto 5-10 mm depth without damaging existing rebars, carefully removing carbonated concrete around the rebars upto 10 mm depth by low impact high frequency hammer/ chipper without damaging the sound concrete, daily cleaning and stacking of debris at prescribed location in polypropylene/ paper bags, depositing off the debris so generated on weekly basis outside the premises, etc, complete all as specified and as directed by Engineer-in-Charge.
370
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Dismantling of brick work built in cement mortar including all corners/ arches pillar etc cleaning and stacking of serviceable bricks for reuse and removal of unserviceable material complete all as specified and directed by Engineer-in-Charge.
30
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M&L for Green Marble work 18 to 20 mm thick (table rubbed and Pre polished) in steps (Treads/ Riser/ Skirting), jambs, pillars, window cills, cooking platforms and like over 15mm thick screed bed/back coat in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade including Bull nose Rounding to edges of stone slabs, such as in steps, cooking plateform, and other similar works complete all as specified and directed by Engineer-in-charge.
85
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Repairing of concrete chajjas, facias, columns & the like by providing PCC (1:2:4) type B-0 (using 12.5 mm graded stone aggregates) of thickness 15 to 20 mm as required including all necessary form work and provision of rendering 15mm thick (average thickness) in cement mortar 1:3 with chicken wire mesh, after applying a coat of cement slurry @ 3 kg/sqm of surface, finished even and fair, including two coat of weather coat (Apex) paint over a coat of primer including taking down swollen/ damaged plaster or concrete complete all as specified and as directed by Engineer-in-Charge.
700
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M&L for Rendering 15 mm thick, in cement mortar 1:4 over concrete/ brick surfaces and finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
500
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Material and Labour for Complete removal of existing treatment (plastered or unplastered) on ceiling surfaces by brooming or by steel wire brushing, scrapping down snow soot, moulds, moss and efflorescent salts and treading oil and greasy spots, including cornices, pillars etc., filling the all holes/ patches with wall care putty to make surface smooth wherever required and applying two coats of oil bound distemper complete all as specified and as directed by Engineer-in-Charge.
40
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S&F Powder coated anodised aluminium frame (Thickness of powder coating not less than 50 micron) for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc, complete all as specified and as directed by Engineer-in-Charge.
245
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Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) including removing of debris out side MoD land complete all as specified and as directed by Engineer-in-Charge.
10
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-charge.
150
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M&L for providing and fixing additional corrosion resistant hot dip galvanised steel rebar Fe-500 or higher grade as required, drilling and rebaring of 12 mm dia x 160 mm deep in various structural elements such as columns, beams and slabs etc, to replace the lost rebar section due to corrosion including cutting, bending and fixing the bar by installing new rebar with ETA Approved Epoxy based anchoring adhesive Sika Anchor Fix 3030 (Sika)/ hilti RE 500 V4 (Hilti) / Lokfix E 77 (Lokfix) or equivalent as approved by GE complete all as specified and as directed by Engineer-in-Charge.
220
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S&F Powder coated aluminium barrel tower bolt of 200 mm long complete all as specified and as directed by Engineer-in-charge.
10
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Demolition of Reinforced Concrete of roofs, floors (other than ground floors) beams, staircases, Landing, chajjas, balcony, parapets and similar suspended work (upto Second floor) complete all as specified and as directed by Engineer-in-Charge.
16
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M&L for cleaning of existing reinforcement with wire brush/ rotary wire brush to make surface free from rust scales, loose materials, dust etc. complete and applying two coats of alkaline rust converting primer with a coverage of 350 gms/ sqm on the existing rebar and allowing it to react with rust for 6 hours and forming corroson resistant, insoluble and adherant protective layer, including cleaning the reinforcement with wire brushing to remove rust spalls with time interval of 1 hour between the coats complete all as specified and as directed by Engineer-in-Charge.
Product : Sika Rust Off - 100 (Sika) / Dr Fixit 204 (Dr Fixit)/ sunanda rustcidd (Sunanda) or equivalent as approved by GE.
370
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Material and Labour for preparation of newly plastered/ undecorated wall surfaces and applying two coats of oil bound distemper over coat of primer of chalk whitening complete all as specified and as directed by Engineer-in-Charge.
60
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Taking down shutter of any description exceeding 1.00 Sqm but not exceeding 2.00 Sqm each and removing from site complete all as specified and directed by Engineer-in-charge.
1
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Item no 79.00 contd..
This ceiling panel confirms to ASTM E84 surface burning characteristics (Class A, Flame Spread: 25 & Smoke developed: 50). The Ceiling panel provides NRC: 0.6, CAC minimum: 33, minimum Light Reflectance: 84%, minimum Recycled Content - 45%, Reaction to fire Class 0/Class 1 as per BS 476 Pt - 6 & 7 & can withstand Relative Humidity up to RH 99% (limiting conditions –Max 49°C/99%RH). Contains a broad-spectrum antimicrobial additive on the face and back of the panel that provides resistance against the growth of mold and mildew confirming to ASTM D3273 including dismantling of old ceiling boards or insulation board any thickness, including grid system complete all as specified and directed
-
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All as per Srial Item no 31.00 here-in-before but except bricks
10
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Repairing the edges of concrete chajjas, facias, columns not exceeding 200 mm wide in patches by providing PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregates) of thickness 15 to 20 mm as required including all necessary form work and provision of rendering 15mm thick (average thickness) in cement mortar 1:3 with chicken wire mesh, after applying a coat of cement slurry @ 3 kg/sqm of surface, finished even and fair, including two coat of weather coat (Apex) paint over a coat of primer including taking down swollen/ damaged plaster or concrete complete all as specified and as directed by Engineer-in-Charge.
700
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S&F telescopic channel/ slider to facilitate drawer slide on steel ball bearing, 400-500 mm long, ISI marked, fixed in position with stainless steel screws, suitable for cupboard drawers, complete as per the sample kept in the office of Engineer-in-Charge.
20
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Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including nainital or similar pattern roof covering complete all as specified and directed by Engineer-in-charge.
150
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Taking down steel window/ ventilator with shutters (without taking off shutter from frame) not exceeding 1.5 Sqm each with mongry and removal from site complete all as specified and directed by Engineer-in-charge.
5
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complete removal of existing decorated wall surfaces of any description filling the all holes/ patches with wall care putty to make surface smooth wherever required and Finishing walls by applying two or more coats of Acrylic Smooth exterior paint of required shade (applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed by Engineer-in-charge.
300
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Supply and fixing of factory made rubber moulded machine pressed coloured chequered cement concrete tiles of size 300mm x 300mm x 25mm thick (with grey cement and pigments), set, jointed and pointed in neat cement slurry with grey cement with pigment to match the colour of tiles, glossy finish, laid over and including 15 mm thick screed bed in cement mortar 1:6, complete complete all as specified and directed by Engineer-in-charge.
100
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M&L for Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240, including one shop coat of zinc chrome red oxide primercomplete all as specified and directed by Engineer–in-Charge.
920
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S&F Mild steel butt hinges, medium weight, cold rolled, 100 mm, ISI marked, fixed to PVC/ wooden/ iron chowkhats complete all as specified and as directed by Engineer-in-Charge.
24
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S&F 5 mm thick sheet glass pane tinted/ plain/ Figured glass type, with 5 micron thick black film ordinary quality and rubber, cleating, silicone, glazing with oil putty etc in each pane complete all as specified and as directed by Engineer-in-Charge.
20
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Material and labour Water proofing treatment to sunken portion and adjoining walls of kitchen, WC, Bath & Toilet etc complete all as specified as under:-
(a) 15 mm plaster in cement mortar (1:3) mixed with water proofing compound as per manufacturer’s instructions after roughning and cleaning the surface.
(b) Curing the sunken portion with water minimum for 48 hours by ponding. (c) Applying 3mm thick APP membranne with bitumen by torch application to the treated sunken surface over a coat of primer as per manufacturers instructions. (d) Joints/ Traps/ WC/ soil pipes shall be properly sealed with approved sealing compound.
5
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M&L for brick work with sub class 'B' (old size bricks), straight or curved on plain exceeding 6 metre mean readius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
20
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Supply only water proofing compound, ISI marked, complete all as specified and as directed.
7.56
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S&F 40 mm dia, cupboard knobs fixed with nut, screw and washer of brass, bright finished complete all as specified and as directed by Engineer-in-charge.
20
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Material & labour for glazed ceramic coloured tiles of size 350mm x 250 mm x 7 mm/ 450 mm x 350 mm x 7mm thick, set and jointed in neat cement slurry and pointed in coloured cement as in vertical surfaces with and including 10mm thick backing coat on vertical surfaces of wall in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
30
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S&F continuous (Piano) hinges, mild steel, bright finish or electrogalvanised, width of flaps 30 mm when open fixed complete all as specified & directed by Engineer-in-charge.
15
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M&L for formwork to sides of soffits of floor or roof beams, chajjas, chullah hoods, overhangs beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports etc, also splays between floors and beams (upto 6th floor) etc. complete all as specified and as directed by Engineer-in-Charge.
27
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M&L for providing, mixing and applying two component Epoxy resin concrete Bonding coat on prepared RCC surfaces as per manufacturer's specification including preparation of surface by chipping and throughly cleaning of surface complete wherever required and as per directions of Engineer-in-Charge in consumption of 0.4 kg/sqm. The product should comply with ASTM C 881 Type II Grade 2 Class B+C and bond strength should be 10 MPa complete all as specified and as directed by Engineer-in-Charge.
Product : Sikadur (R)-32 LP (Sika)/ Dr Fixit Epoxy bonding agent 211 (Dr Fixit) / Nitobond SBR 300 (Fosroc) or equivalent as approved by GE.
370
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S&F Powder coated aluminium barrel tower bolt of 100 mm long complete all as specified and as directed by Engineer-in-charge.
10
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-
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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 sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10 cm but not exceeding 20 cm wide height (upto 6th floor) complete all as specified and as directed by Engineer-in-Charge.
120
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S&F 110mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and as directed by Engineer-in-Charge.
2
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S&F stainless steel plain basket, cutlery pan basket, grain trolly, plate basket, cup soucer, partition or any other basket of any description/ pattern as approved by GE fixed with sliding channel revolving wheels, fixed to wood based frame work, complete all as specified and as directed by Engineer-in-Charge.
40
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S&F stainless steel earl bihari semihydraulic hinges of size 175 mm, for cup board shutters, fixed in position with staianless steel screw complete all as specified and directed by Engineer–in-Charge.
18
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M&L for 25 mm thick Plain cement concrete 1:2:4, type B-0 (using 12.5 mm graded stone aggregates) as in flooring including finishing the surfaces even and fair complete all as specified and directed by Engineer-in-Charge.
90
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Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge.
30.2
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Taking down chowkhats or frame exceeding 1.5 Sqm but not exceeding 4.00 Sqm with shutters (without taking off shutters from the frame) and removal from site complete all as specified and directed by Engineer-in-charge.
1
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Material and Labour for preparation of newly plastered/ undecorated ceiling surfaces and applying two coats of oil bound distemper over coat of primer of chalk whitening complete all as specified and as directed by Engineer-in-Charge.
100
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-
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Taking down cement plaster of any description on brick or concrete walls/ ceiling etc including raking out joints, hacking for key, scrubbing down with water etc, and dispose off debries out side MoD land complete all as specified and as directed by Engineer-in-Charge.
972
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M&L for Reinforced Cement Concrete 1:2:4 type B-1 (nominal Mix) (using 20 mm graded stone aggregates) as in chajjas, parapet facia etc at different floor level of building upto 2nd floor complete all as specified and as directed by Engineer-in-Charge.
6
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M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions (upto 6th floor) complete all as specified and as directed by Engineer-in-Charge.
5
-
-
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M&L for Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT bars complete all as specified and as directed by Engineer-in-Charge.
1800
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-
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M&L for Reinforced Cement Concrete 1:2:4 type B-1 (nominal Mix) (using 20 mm graded stone aggregates) as in columns, pillars, piers, posts and struts etc complete all as specified and as directed by Engineer-in-Charge.
5
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M&L for Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.
80
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M&L for preperation of newly plastered/ undecorated wall surfaces and Finishing walls by applying two or more coats of Acrylic Smooth exterior paint of required shade : New work (applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed by Engineer-in-charge.
500
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M&L for Preparation of newly plastered wall surfaces and applying two coats of cement base paint over a coat of alkali resistant priming paint complete all as specified and as directed by Engineer-in-Charge.
50
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S&F handles, 150 mm, Extruded aluminium alloy, fabricated type, anodised complete all as specified and as directed by Engineer-in-charge.
10
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Rounding to edges of stone slabs one edge, such as in steps, cooking platforms and other similar situations complete all as specified and directed by Engineer-in-charge.
10
-
-
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