Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 May 2024
Closing Date4 Jun 2024
Tender Amount₹ 9,00,000
Costs
EMD
₹ 18,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Repair And Maintenance To Flooring, Joineries, Plastering And Sanitary Works Etc In Hq Cif (k) Camp,
Description
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Contact
Tender Id
2024_MES_652614_1Bid Award Id
ViewTender No
CA NO. AGE (I) CIF (K)-03/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.
1
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Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge.
1
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-
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:6, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
80
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-
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
150
-
-
Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.06sqm, but not exceeding 0.11sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge.
Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
25
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Glazed ceramic tiles, coloured, of size 350mm x 250mm/450 mm x 350mm, thickness not less than 7mm as in vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge.
Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
75
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Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.11sqm, but not exceeding 0.18 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge.
Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
188
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-
Machine cut kota stone slab 20 to 25 mm thick, as in flooring 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 complete, laid over and including 15 mm thick screed bed or bedding layer in cement mortor 1:6, complete all as specified and directed by the Engineer-in-Charge.
50
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Machine cut kota stone slab 20 to 25 mm thick,as in vertical surfaces such as risers, skirting/dado etc. 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 complete, laid over and including 10mm thick rendering on brick/concrete surface in cement mortor 1:4, complete all as specified and directed by the Engineer-in-Charge.
5
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-
Chequered cement concrete coloured tiles of size 20 cm x 20 cm x 25mm thick set, jointed and pointed in neat cement slurry in floors,with grey cement and pigment, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.
45
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-
Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 25mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge.
45
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-
Taking up or down steel tubing and connections, 15 mm bore, including cleaning for refixing, complete all as specified and as directed by Engr-in-Charge.
20
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-
M&L for 25 mm bore, 3- layer PPR (Polypropylene random copolymer) concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having therrnal slability for hot & cold water supply all PPR plain & brass threaded polypropylene random fittings, laid in trenches or in floors or in ceiling and fixed to walls, complete all as specified and as directed by the Enginee-in- Charge.
20
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Taking up or down steel tubing and connections, 20 mm bore, including cleaning for refixing, complete all as specified and directed by the Engineer-in-Charge.
15
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M&L for 32 mm bore, 3- layer PPR (Polypropylene random copolymer) concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having therrnal slability for hot & cold water supply all PPR plain & brass threaded polypropylene random fittings, laid in trenches or in floors or in ceiling and fixed to walls, complete all as specified and as directed by the Enginee-in- Charge.
15
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Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels etc,; and cutting chases for concealed water tubing or concealed conduit wiring etc., and making good, cutting not exc. 10cm girth in brick/stone walls, complete all as specified and directed by the Engineer-in-Charge.
20
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Dismantling of water tanks of capacity exceeding 250 litres but not exceeding 500 litres, complete all as specified and directed by the Engineer-in-Charge.
2
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Rotational moulded polyethylene water storage tanks of capacity 500 litres three layered (Cylindrical vertical with closed top) hoisted and fixed in position including wash out with plug/over flow pipe and anti mosquito rose coupling at one end all as specified in SSR Part-I, including 20mm dia ball brass valves, high pressure, with polythene float and flynut, complete all as specified and directed by the Engineer-in-Charge.
2
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S&F in replacement 32mm bore PPR Gate valves (brass insert) as per requirement of the site, complete all as specified and as directed by the Enginee-in- Charge.
2
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S&F in replacement 32mm bore PPR Ball valves (brass insert) as per requirement of the site, complete all as specified and as directed by the Enginee-in- Charge.
2
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Vitreous China, wash hand basin, flat back white of size 550mm x 400mm including brackets, brass CP waste coupling 32mm dia with long screwed shank and fly nuts, 32mm dia PVC waste pipe, chain and plug, porcelain stopper including cutting for and pinning in ends of brackets or erecting stand, fixed in repairs, complete all as specified and directed by Engineer-in-Charge.
5
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Vitreous Chinaware squatting pan, orissa pattern size 580mm x 440mm with integral foot rests, white, with cast iron ‘P’ or ‘S’ trap, front or back inlet, including provision of lime concrete, making connections to trap and to flush pipe etc. and making good to floors, fixed in repairs, complete all as specified and directed by the Engineer-in-Charge.
6
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PVC valveless, syphonic action type flushing cistern, 10 litres capacity, plunger type, low level, white with inlet, ball valve, float and handle, 32 mm dia PVC long bend flush pipe 60cm long, fixed in repair, complete all as specified and directed by the Engineer-in-Charge.
7
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Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge
80
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Pre-painted galvalume aluminum zinc coating GI based corrugated profile steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
75
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Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to ridges, valley gutters etc. fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
5
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Bib taps, 15mm bore, cast copper alloy, chromium plated, with crutch or butter fly handle, screwed down, screwed for iron pipe, or brass ferrule and fixed in repairs, complete all as specified and directed by Engineer-in-Charge.
9
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Pillar taps, 15mm bore, cast copper alloy, with capstan heads, chromium plated, fancy type, screwed down high pressure, with or without lettered `Hot’ or `Cold’ with long screwed shanks and fly-nuts, screwed for iron pipe and fixed in repairs, complete all as specified and directed by Engineer-in-Charge
2
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Swivel shower of PTMT any colour for fixing with 15mm pipe. (Minimum weight 40gms), Shower arm 15 mm size, 195mm long with bend of 45degree with flange of PTMT any colour.(Minimum weight 40gms complete all as specified and directed by Engineer-in-Charge.
2
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Stop valves 15mm bore, cast copper alloy,chromium plated, fancy type with long shank and cup concealed type, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repairs, complete all as specified and directed by Engineer-in-Charge.
2
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Stop valves/angle valve 15mm bore, cast copper alloy, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repairs, complete all as specified and directed by Engineer-in-Charg
10
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PVC connection 15mm size with PTMT nuts of length 450mm, fixed in repairs, complete all as specified and directed by Engineer-in-Charge.
10
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Taking down chowkat or frames with shutters (without taking off shutters from the frames) area n.exc 1.5 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost) , complete all as specified and directed by the Engineer-in-Charge.
5
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Taking down chowkat or frames with shutters (without taking off shutters from the frames) exc. 1.5 Sqm but n.exc 4 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost), complete all as specified and as directed by the Engineer-in-Charge.
10
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Taking down shutters of any description exceeding 1sq.m but not exceeding 2 sq.m each, complete all as specified and directed by the Engineer-in-Charge
5
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Plain, solid straight chowkats,and frames, made of 2nd class soft wood (Kail), wrought framed rebated on the solid, rounded or chamfered put together with glue, pinned at joints supplied and fixed , complete all as specified and as directed by the Engineer-in-Charge.
0.25
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Solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted in openings as per specification & drawings shown in SSR Part-II,, complete all as specified and as directed by the Engineer-in-Charge.
15
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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 as per specification & drawing. shown in SSR Part-II, complete all as specified and as directed by the Engineer-in-Charge.
5.7
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Plain framed , panelled shutters (any numbers of panels), 35mm thick, made of 2nd class soft wood (kail), 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 & fitted to chowkats, complete all as specified and as directed by the Engineer-in-Charge.
16.58
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Glazed and skeleton shutters, 35mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (with sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass,etc, sizes of members of shutters as specified in SSR Part -I. section 8, clause 8.23(a) for doors etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.
5
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Glazed and skeleton shutters, 25mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass,etc, sizes of members of shutters as specified in SSR Part -I. section 8, clause 8.23(b) for window/ventilator etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.
8.29
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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, complete all as specified and as directed by the Engineer-in-Charge.
50
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Mild steel galvanised wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tacks, wire staples or beading etc., complete all as specified as directed by the Engineer-in-Charge.
7
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Sheet glass 3mm thick ordinary quality and glazing with oil putty/pins/spring pins or wooden beads in squares not exc. 0.5 Sqm in each pane, complete all as specified as directed by the Engineer-in-Charge.
7
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Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) with and fixing clips of sheet, cast or excluded sections and fixing bolts and sliding bolts of excluded sections or cast aluminum alloy and fixed, 250 mm long, complete all as specified and directed by the Engineer-in-Charge.
5
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Aluminium anodised, barrel tower bolt of extruded section and fixed, 150 mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.
20
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Aluminium anodised, barrel tower bolt of extruded section and fixed, 100mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.
10
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-
Butt hinges, medium weight, cold rolled, mild steel 75 mm long (ISI marked) ,complete all as specified and as directed by the Engineer-in-Charge.
20
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Aluminium handle, cast type, anodised, 150 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.
20
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-
Aluminium handle, cast type, anodised, 100 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.
10
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300mm ordinary rat tail rod pattern door spring including roller and roller plate of mild steel, complete all as specified as directed by the Engineer-in-Charge.
5
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-
Preparation of new or previously untreated wood or wood based surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified as directed by the Engineer-in-Charge.
45
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-
Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate, complete all as specified and as directed by the Engineer-in-Charge.
20
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-
Preparation of new plastered / unplastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of primer, complete all as specified and as directed by Engineer-in-Charge.
80
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-
Preparation of old decorated plastered or unplastered surfaces of wall including cleaning by brooming down or with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots etc. and applying two coats of oil bound distemper over a coat of chalk whiting on wall, complete all as specified and as directed by Engineer -in -Charge.
300
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-
Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali-resistance primer paint, complete all as specified and as directed by the Engineer-in-Charge.
150
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-
Demolition of cement concrete un reinforced in above ground floors and pavings exceeding 15cm thickness ( above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.
7
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-
Plain cement concrete 1:5:10, type E-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete in suken portion of slabs, complete all as specified and asdirected by the Engineer-in-Charge.
7
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-
Claning the side/bottom of sunken floor before applying 25mm thick PCC 1:2:4 type B0 using 12.5mm graded sotne aggregate as in padding of sunken floor finishing the surface even and smooth by using extra cement by using WPC 2% by weight of cement (i.e Pidilite/Aquatyte/Dr fixite etc WPC shall be measure seprately) complete all as specified and directed by Engineer-in-Charge.
20
-
-
Supply only integral water prppfing compound of approved make., complete all as specified and as directed by Engineer-in-Charge.
15
-
-
Rendering 15mm thick in cement mortor 1:3 CM with using 3% WPC in sucken portiion and finishing the surface even and smooth without using extra cement and applying evenly a tack coat of industiral bituminious 85/25 @ 1.20 Kg per sqm in sunken floor including cleaning surfaces, complete all as specified and directed by Engineer-in-Charge.
40
-
-
Dismentaling and breaking up of drain pipes 100/75mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and asdirected by the Engineer-in-Charge.
20
-
-
PVC (SWR) pipes, 110mm dia, single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by the Engineer-in-Charge.
15
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PVC (SWR) pipes, 75mm dia, single socketed, in any length with rubber ring joints, laid in trenches or in floors,complete all as specified and as directed by the Engineer-in-Charge.
5
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-
PVC (SWR)bends (any radious), 110mm bore, diminishing pieces or tapers, complete all as specified and as directed by the Engineer-in-Charge.
5
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PVC (SWR)bends (any radious), 75mm bore, diminishing pieces or tapers, complete all as specified and as directed by the Engineer-in-Charge.
5
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-
PVC (SWR) multi floor trap with grating suitable for 75mm dia grating including jointing with solvent cement, complete all as specified and asdirected by Engineer-in-Charge.
6
-
-
PVC (SWR) vent cowl suitable for 110mm dia, complete all as specified and asdirected by Engineer-in-Charge.
4
-
-
Viterious china urinals, half stall urinals (back or corner wall type), complete including providing fixing plugs, bedding urinals against wall in cement motar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinals back in cement, fixing automatic flusing cistern with brackets, flush pipe, grating and union for discharge pipe. (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and directed by the Engineer-in-Charge.
4
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-
Note :- An amount of Rs.12,254.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.
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