Military Engineer Services Tender
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Costs
EMD
₹ 70,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_663033_2Bid Award Id
ViewTender No
8939/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Supply and fixing of pre-painted hot-dip galvalume aluminum-zinc alloy metallic coated trapezoidal profile steel sheet 0.50 mm thick (Total Coated Thickness), any pattern corresponding to IS 15965 : 2012 of durability class 3, atmospheric classification category 4, coating class AZ150 of an approved colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as directed.
150
-
-
Supply and fixing of pre-painted hot-dip galvalume aluminum-zinc alloy metallic coated plain steel sheet 0.50 mm thick (Total Coated Thickness), any pattern corresponding to IS 15965 : 2012 of durability class 3, atmospheric classification category 4, coating class AZ150 of an approved colour having tensile strength of 550 Mpa as in ridges/facia and similar work, fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as directed.
20
-
-
Supply and fixing of pre-painted hot-dip galvalume aluminum-zinc alloy metallic coated plain steel sheet 0.50 mm thick (Total Coated Thickness), any pattern corresponding to IS 15965 : 2012 of durability class 3, atmospheric classification category 4, coating class AZ150 of an approved colour having tensile strength of 550 Mpa as in Vally / Gutter and similar work, fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as directed.
30
-
-
S & F 6 mm thick asbestos cement, corrugated or semi-corrugated sheets in roofs, walls etc complete all as specified and directed.
100
-
-
M & L for asbestos cement two piece adjustable plain wing ridge 6 mm thick fixed with L or J type or cranked hook bolts complete all as specified and directed.
10
-
-
S & F in repairs for 4 mm thick non asbestos fibre cement building designer board as per IS-14862 and fixed to GI / aluminium frame work as in ceiling complete all as specified and directed .
120
-
-
Providing & fixing false ceiling at all heights with semi perforated 12mm thick micro tegular edged GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595 x 595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS 476 (part 4 )-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanized iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main- T runners of size 15 x 32 mm of length 3000mm,cross-T of size 15x 32mm of length 1200mm and secondary intermediate cross-T of size 15 x 32 mm of length 600mm to form grid module of s1ze 600x 600mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod upto 1000mm length and Lshape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 24x 24x0.40mm of length 3000 mm to be fixed on periphery wall I partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall wood screws including dismantling of old false ceiling board with grid frame work complete all as specified and as directed.
150
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-
Taking down Chowkats or frames n.exc 1.50 sqm each with shutters (without taking off shutters from the frames) complete all as specified and directed.
30
-
-
Taking down Chowkats or frames exc. 1.50 Sqm but n.exc 4.00 sqm each with shutters (without taking off shutters from the frames) complete all as specified and directed.
20
-
-
Taking down shutter of any description n. exc 1 sqm each. complete all as specified and directed.
75
-
-
Taking down shutter of any description but exc 1 sq. m and n exc 2 sq. m each complete all as specified and directed.
25
-
-
Taking down shutter of any description but exc 2 sq. m each complete all as specified and directed.
2
-
-
M & L for 2nd class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as specified and directed.
1.2
-
-
M & L for Factory made of 35 mm thick glazed and skeleton shutters made of 2nd class hard wood, open rebated and prepared to receive glass gauge edges of framing plain chamfered or rounded, fitted with cut and mitred beads for securing glass etc shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and directed . (For door shutter only)
35
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-
M & L for Factory made of 30 mm thick glazed and skeleton shutters made of 2nd class hard wood, open rebated and prepared to receive glass gauge edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc for window, ventilator shutters, etc. as specified in SSR Part I, Section 8 clause 8.24(b) and fitted to chowkhat complete all as specified and directed . (For window shutter only)
70
-
-
M & L for Factory made of 30 mm thick Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats complete all as specified and directed .
17.5
-
-
M & L for preparation of new or previously untreated surface of wood of any description not otherwise described over 10 cm width or girth and applying two coat of synthetic enamelled paint over one coat of pink primer complete all as specified and directed
255
-
-
Taking down and refixing shutter after repair of any description n. exc 1 Sqm each in same opening complete all as specified and as directed.
15
-
-
Taking down and refixing shutter after repair of any description exc 1 Sqm but n. exc 2 Sqm each in same opening complete all as specified and as directed.
10
-
-
S & F solid PVC door frame of size 50mm X 47mm made out of 5mm plain coloured PVC sheet reinforced with MS Square tube complete all as specified and directed .
24
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-
S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site complete all as directed .
7
-
-
S & F for butt hinges medium weight cold rolled mild steel of 100 mm size. complete all as specified and directed . (for wooden doors)
90
-
-
S & F for butt hinges medium weight cold rolled mild steel of 75 mm size. complete all as specified and directed . (for wooden windows)
260
-
-
S & F for Stainless steel butt hinges of 75 mm size. complete all as specified and directed . (for PVC door)
15
-
-
S & F for 150 mm extruded Aluminium aloy handles, febricated type anodised complete all as specified and directed . (For door shutter)
70
-
-
S & F for 100 mm extruded Aluminium aloy handles, febricated type anodised complete all as specified and directed . (For window shutter)
130
-
-
S & F for 150 mm size aluminium anodised barrel tower bolt of extruded section complete all as specified and directed . (For door shutter)
40
-
-
S & F for 100 mm size aluminium anodised barrel tower bolt of extruded section complete all as specified and directed . (For window shutter)
160
-
-
S & F for 150 mm long aluminium plate type II hook & eye for window shutter complete all as specified and as directed. (For glazed window shutter)
100
-
-
S & F for 250 mm Sliding door bolt aluminium alloy, anodised, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed.
30
-
-
S & F for Stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed.
15
-
-
S & F in repairs Stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed.
10
-
-
Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and directed.
10
-
-
S & F for 3 mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed.
40
-
-
S & F for 3 mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane complete all as specified and directed.
2
-
-
M & L for flat iron for hold fast of doors / windows confirming to FE - 290 Gde E-165 complete all as specified and directed. (Flat Iron 250 x 30 x 3 mm thick @ 0.707 Kg / RM)
28.5
-
-
Cutting holes for inserting hold fasts in Brick walls built in cement mortar and making good disturbed portion in PCC (1: 2 :4) type B1 or in cement mortar (1:3) as required, depth of embedded portion exceeding half brick but not exceeding one brick for full brick walls, complete all as specified and as directed .
160
-
-
S & F in repairs Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, overall length 150 mm fixed in floor complete all as specified and as directed .
20
-
-
S & F in repairs door closer hydraulically regulated of cast iron body, designation No.3 universal type suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg complete all as specified and as directed.
25
-
-
Dismantling timber scantlings framed work under 40 sq. cm in section, in any position complete all as specified and as directed.
10
-
-
Dismantling boarding, any description, fixed in any position with nails complete all as specified and directed.
5
-
-
S & F for Anodised aluminium frame for doors, windows, ventilators, partition with one or more rebates including joining cleat for fixing etc. complete all as specified and directed.
50
-
-
S & F for Anodised aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary jointing cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminium snap beading screws etc. complete all as specified and directed.
10
-
-
S & F for Anodised aluminium window and ventilator shutters, fixed type without sash bar/sliding shutter, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, hinges etc. complete all as specified and directed.
30
-
-
S & F 4mm thick plain Aluminium composite panel (ACP) board of approved shade, which should consist of 3.5 mm thickness LPDE core sandwiched between two Aluminum coil of alloy AL 3105 – H16/H24 of 0.25 mm thickness. The weight of ACP should be above 4 kg/m2. The top surface shall be finished with PVDF/FEVE based coating (thickness 25 microns) and service coating on the reverse side shall be with PE (Thickness 5-7 microns) base and coating shall be confirm to AAMA 2605 standard fixed to aluminium door complete all as specified and directed.
5
-
-
S & F in repairs 4mm thick plain Aluminium composite panel (ACP) board of approved shade, which should consist of 3.5 mm thickness LPDE core sandwiched between two Aluminum coil of alloy AL 3105 – H16/H24 of 0.25 mm thickness. The weight of ACP should be above 4 kg/m2. The top surface shall be finished with PVDF/FEVE based coating (thickness 25 microns) and service coating on the reverse side shall be with PE (Thickness 5-7 microns) base and coating shall be confirm to AAMA 2605 standard fixed to aluminium door complete all as specified and directed.
10
-
-
S & F sheet glass 5 mm thick, ordinary quality in square n exc 0.5 sq. m in each pane fixed to aluminium door/window/partition complete all as specified and directed.
10
-
-
S & F sheet glass 5 mm thick, ordinary quality in square exc 0.5 sq.m in each pane fixed to aluminium door/window/ventilator/partition complete all as specified and directed.
5
-
-
S & F sheet glass 5 mm thick, ordinary quality in square exc 0.5 sq.m in each pane fixed to aluminium door/window/ventilator/partition including hacking out old broken glass complete all as specified and directed.
10
-
-
S & F Anodised Aluminium grill (anodised transparent or dyed to required shade according to IS : 1868 with minimum anodic coating of grade AC-15 of approved design / pattern, with approved standard section and fixed to the existing window frame with CP Brass / Stainless Steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction.
30
-
-
Treatiing existing water proofing roof treatment comprising the following specification and as directed :-
(a) Surface Treatment: The cleaning and preparation of the substrate to which the Ultron or equivalent system is applied must be carried out thoroughly to leave a sound base for the application. Any laitance present on the surface must be removed mechanically. Grinding the unsound and undulated concrete surface to make it a fairly smooth surface. Surface defects exposed during surface preparation such as shrinkage cracks, minor honey combing, minor damage to joint arises, and etc. Concrete craks & Cavity treatment-The cracks will be treated with grooving with 25-25mm and filling with polymer modified mortar (b) Primer Coat: Providing and applying two component brush/roller applied Solvent based epoxy primer in two coats.
(c) Coating Application: Providing and applying two-component brush/roller applied high performance, solvent free Polyurea polyurethane hybrid waterproofing membrane Ultron or equivalent with excellent adhesion, abrasion resistance and durability, based on specially designed advanced polyurea-polyurethane chemistry which forms a uniform, elastic, waterproof, vaporpermeable sealing layer after application and curing forming a seamless cast in situ membrane providing high Mechanical, chemical, thermal, UV and weather resistance properties; Providing and applying high performance hybrid polyurea liquid applied membrane Ultron @ 1.5-1.8 Kg/Sq. Mt. in 2-3 coats.
Specific Gravity: 1.2 (IS 101)
Solid Content: 78% (IS 101)
Brookefield Viscosity : 2370 CP (ASTM D 4402)
Elongation at break: 600 ± 50% (ASTM D 2370)
Tensile strength: 12.6 N /mm2 (ASTM D 2370)
Hardness according to SHORE A: 80 (ASTM D 2240)
Hardness according to SHORE D: 30 (ASTM D 2240)
Adhesive Bond Strength: 3 MPA (ASTM D 4541)
Skid Resistance: 45 (ASTM E 274)
Crack Bridging Ability: 4.5 mm (ASNZ 4548)
Q-UV test for Weathering: 2000 Hours (ASTM G 154) (d) Providing and laying geotextile membrane of 100 GSM laid on top of the waterproofing coating of Smartcare Ultron as a separation layer between the waterproofing treatment and the screed concrete.
(e) Providing and laying screed of M20 grade concrete tadmixed with integral waterproofing compound Smartcare Vitalia Neo with a dosage of 200ml per 50kg bag of cement, laid to proper slope of 1:100. Avg thickness of screed 35-40mm
(Make: Dr. FIXIT/Fosroc/SIKA/REDWOP Chemicals/Asian Paints)
Note: (The Rate included taking down existing APP membrane along wirh plastering and demolition of conrete screed bed to expose the RCC roof slab)
785
-
-
Treatiing water proofing roof treatment over existing roof treatment comprising the following specification and as directed :-
(a) Surface Preparation: Area to be waterproofed will be prepared by removing all loose materials. Grinding all the surface to remove any sharp protrusion and to get uniform surface. All visible cracks will be treated by opening the crack 25 X 25 mm and treating it with polymer modified mortar. Cleaning entire surface to get dust free surface
(b) Coating Application:Chemical coating will be done on prepared area by using Asian Paints Smart Care Damp proof Ultra or equivalent. AP Smart care Damp Proof Ultra or equivalent is one component fibre reinforced elastomeric liquid applied waterproofing membrane. It has excellent resistant to water and UV and anti-fungal properties. It has a tensile strength of 2.9 MPA, having elongation of 350%. It will be applied in three coats sandwiched with fiber mesh / geotextile of 45 GSM with a consumption of 1.25 Kg per sqmt. 1st coat will be done as a primer coat with 30% dilution with water 2nd & 3rd coat will be done over primed surfaced without dilution and fiber mesh or 45 GSM geotextile will be sandwiched between 2nd and 3rd coat to enhance the mechanical property of chemical. (Make: Dr. FIXIT / Fosroc/SIKA/ REDWOP Chemicals/Asian paint)
200
-
-
Taking down cement plaster any description and the like on brick or stone walls, etc including raking out joints,hacking for key, scrubbing down with water etc. complete all as specified and directed.
150
-
-
M & L for 10 mm thick rendering in CM 1:6 on brick or concrete surfaces finished even and smooth on wall complete all as specified and directed.
50
-
-
M & L for 15 mm thick rendering in CM 1:4 on brick or concrete surfaces finished even and smooth with liquid water proofing compound @ 0.40% by the weight of cment on wall complete all as specified and directed.
(Note: Liquid WPC Measured and paid seperately)
100
-
-
M & L for preparation of newly plastered / unplastered surfaces of walls and two coats acrylic interior emulsion paint having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification complete all as specified and as directed.
50
-
-
Preparation of new plaster surface of wall and applying two coats of 100% Acrylic Smooth exterior emulsion paint with Silicone additives of required shade@ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete all as specified and directed.
100
-
-
Supply only integral liquid water proofing compound
3.75
-
-
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to tore (measured overall as fixed along the centre line over fittings and accessories)
20
-
-
S & F for 110 mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
20
-
-
S & F for 110 mm PVC (SWR) bends any radius complete all as specified and directed.
3
-
-
Dismantling water tanks of any type of capacity exc 250 but n.exc 500 liters and removing to store complete all as specified and directed.
3
-
-
S & F Rotational moulded polyethylene water storage tanks of 500 ltrs capacity (cylin-drical vertical with closed top) hoisted and fixed in position complete all as specified in SSR Part I .
3
-
-
Dismantling water tanks of any type of capacity exc 500 liters but n. exc 1000 ltrs and removing to store complete all as specified and directed.
3
-
-
S & F Rotational moulded polyethylene water storage tanks of 1000 ltrs capacity (cylin-drical vertical with closed top) hoisted and fixed in position complete all as specified in SSR Part I .
3
-
-
Disconnecting existing 500 Ltr tanks, setting aside (or lowering if required) from mouths of circulating pipes, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and directed.
3
-
-
Disconnecting existing 1000 Ltr tanks, setting aside (or lowering if required) from mouths of circulating pipes, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and directed.
5
-
-
S & F of Ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed to 20mm/25mm bore pipe complete all as specified and directed.
6
-
-
Taking up or down steel tubing 20 mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed.
20
-
-
Taking up or down steel tubing 25mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed.
30
-
-
S & F GI pipe medium grade 20 mm dia bore galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and directed.
10
-
-
S & F GI pipe medium grade 25 mm dia bore galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and directed.
10
-
-
Fixing only, ‘Medium grade’ galvanised, with all fittings and fixed complete to walls and ceilings or laid in floors of 20 mm bore complete all as specified and directed.
10
-
-
Fixing only, ‘Medium grade’ galvanised, with all fittings and fixed complete to walls and ceilings or laid in floors of 25 mm bore complete all as specified and directed.
20
-
-
Taking down aluminium anodised shutters for doors, windows, ventilator partition wall and refixing after necessary repairs etc complete all as directed by Engineer-in-charge.
Note : Aluminium section, glass, Particle/ACP board and floor hinges etc will be measured and paid separately.
30
-
-
Taking down care fully collapsible gate complete all as specified and directed.
6
-
-
S & F for Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets, complete all as specified and as directed.
6
-
-
Taking down care fully steel rolling shutters of any size complete gear operated / mannual operated complete all as specified and directed.
20
-
-
S & F for Steel rolling shutters, with ball bearing thickness of lath 1.25 mm as specified including top cover, anchoring rod, hasp and staple and safety lever lock 4 lever ; erected in position as indicated, complete: push pull or manual type complete all as specified and directed.
10
-
-
Refixing of steel rolling shutters including necessary repairs / replacement of spare parts if required and cleaning dust, greasing etc including making good the disturb surface of brick / RCC wall in existing complete all as specified and directed.
Note: Spare parts to be measured and paid seperately.
10
-
-
M & L for preparation of new steel surfaces over 10 cm in width or girth and applying two coats of aluminium paint over a coat of aluminium red oxide primer complete all as specified and directed.
50
-
-
M & L for preparation of old steel surfaces over 10 cm in width or girth and applying one coat of aluminium paint complete all as specified and directed.
30
-
-
Supply only 75 mm wide, 1.25 mm thick MS profile for rolling shutter, riveted / welded were necessary including taking out old unserviceable profile one coat of red oxide primer and painting one coat complete all as specified and directed.
30
-
-
S & F in repairs ball bearing for rolling shutter complete all as specified and directed.
2
-
-
S & F in repairs MS spring 40 CM long for rolling shutter for counter balancing the weight of rolling shutter complete all as specified and directed.
2
-
-
S & F in repairs 0.80 mm Mild steel, plain, black sheet in rolling shutter cover hood, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed.
10
-
-
Dismantling structural steel work including doors, gates but excluding framed truss etc.
3.5
-
-
S & F for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) complete with Fe-410- W(Gde- E-250) quality- B complete all as specified and as directed.
50
-
-
S & F for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete with Fe-410- W(Gde- E-250) quality- B complete all as specified and as directed.
300
-
-
S & F for 1.25 mm Mild steel, plain, black sheet in steel gates, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed.
10
-
-
Preparation of new or priviously untreated steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paintover a coat of red oxide primer complete all as specified and directed.
20
-
-
Treatment for damaged projection of roof or chajjas comprising the following specification and as directed. (a) Dismantling and stripping the damaged concrete of Internal Roof plaster by light chiseling and other manual methods until damage surfaces clean up. That might affect adhesion are to be removed by wire brushing. The entire exposed surface shall be washed thoroughly with Clean water and then allowed to dry. (b) Exposing the corroded reinforcement completely along its full circumference, cleaned to remove all loose scale and corrosion deposit applying rust removing chemical followed by removing the rust by sand paper and cleaning the area thoroughly by water and allow it to dry. ( Dr. FIXIT / Fosroc / SIKA / REDWOP Chemicals/Asian paint )
(c) Supply and Application of Epoxy Zinc Rich primer on the Prepared Reinforced surface after electro welding of it’s sectional area by brush , the primer should have a minimum specific gravity 1.75. Minimum Wet film thickness /coat 100 microns & Dry film thickness / coat 40 microns. Minimum Adhesive bond strength with steel is 1.5 N/mm2. ( Dr. FIXIT / Fosroc / SIKA / REDWOP Chemicals/Asian Paint )
(d) A general purpose Epoxy Bonding agent to be applied on the concrete surface before the application of free flow non-shrink cementitious micro concrete mortar. The bonding agent should have minimum compressive strength 40 N/mm2 as per BS6319 Part 7. Minimum Flexural Strength 25 N/mm2 as per BS 6319 Part 3 and minimum bond strength as per ASTM C88111 N/mm2 . ( Dr. Fixit / Fosroc / SIKA / REDWOP/Asian Paint).
(e) Supply and Apply non shrink highly consistent light weight high grade polymer modified repair mortar for vertical and over head cementitious patch work mortar system where local spelling has taken place or shuttering is not possible. The mortar can be applied from a minimum 5mm to 50mm thickness in vertical and overhead applications. The mortar should have a minimum compressive strength 35 N/mm2 in 7 days and 45 N/mm2 in 45 days. Minimum flexural strength should be 6.5 N/mm2 in 28days.
(f) Supply and Apply, covering plaster up to 10 mm thick with mixing ratio 1- 4 Cement / Sand, adding adhesives (Butadiene Styrene Emulsion), for smooth finishing on after Application of non shrink highly consistent light weight high grade polymer modified repair mortar . ( Dr. FIXIT / Fosroc / SIKA / REDWOP Chemicals/Asian Paint )
14
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