Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_687886_1Bid Award Id
ViewTender No
GE(N)/AMB-59/2024-25Tender 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 5 mm thick on ceiling surfaces of brick work or concrete wall surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer–in–Charge.
20
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M&L for preparation of new plastered surface of ceilling applying three coats white wash, complete all as specified and directed.
20
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M&L for preparation of new plastered /concrete surface of wall applying of two coats of cement base paint over and including a coat of chalk whiting, complete all as specified and directed.
80
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M&L for preparation of new plaster surface on walls and applying two coats of oil bound distemper over and including a coat of chalk whiting complete all as specified and as directed.
80
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M&L for preparation of old plastered surface of ceilling applying one coat white wash , complete all as specified and directed.
800
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M&L for preparation of old treated surfaces of walls, cornices etc. (plastered or unplastered) by brooming down, steel wire brushing, scraping down smoke soot, moulds, moss, efflorescence salts, trading oil and greasy spots etc, up to any height of including necessary scaffolding and applying one coat of cement base paint on wall surface etc., complete, all as specified and as directed
6950
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M&L for preparation of old treated surfaces of walls, cornices etc. (plastered or unplastered) by brooming down, steel wire brushing, scraping down smoke soot, moulds, moss, efflorescence salts, trading oil and greasy spots etc, up to any height of including necessary scaffolding and applying one coat of oil bound distemper on wall surface etc., complete, all as specified and as directed
3500
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M&L for preparation of old wooden painted surfaces and applying one coats of synthetic enamel paint on wooden surfaces of any description, not otherwise described, over 10cm width or girth complete, all as specified and as directed.
50
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M&L preparation of old painted steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by the Engineer–in–Charge.
50
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Supply and fixing in repair non skid ceramic colour tiles (in patches, area n exc 5 sq.m)7 to 8mm thick (square /rectangular) area of each tiles exc 0.06 sqm but n exe 0.11 sqm, in floor etc, set and jointed in neat cement slurry and pointed in coloured cement to match over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed.
10
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Supply and fixing in repair non skid coloured ceramic tiles (in patches, area n exc 5 sq.m) premium/1st quality 7 to 8 mm thick, (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and inculding 15mm thick screed bed in cement mortar (1:6), complete all as specified and as directed by the Engineer–in–Charge.
10
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Supply and fixing in repair glazed ceramic colour tiles (in patches, area n exc 5 sq.m) in vertical surface 300X450X7mm thick in dado, skirting etc, set and jointed in neat cement slurry and pointed in coloured cement to match including 10 mm thick cement plaster in cement mortar ( 1:4) , complete all as specified and directed.
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 as directed.
670
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M&L for non–skid ceramic colour tiles 7 to 8mm thick (square /rectangular) area of each tiles exc 0.11 sqm but n exe 0.18 sqm, in floor etc, set and jointed in neat cement slurry and pointed in coloured cement to match over and including 15mm thick screed bed in cement mortar (1:6), complete all as specified and directed
200
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M&L for glazed ceramic colour tiles in vertical surface 300X600X7mm thick in dado, skirting etc, set and jointed in neat cement slurry and pointed in coloured cement to match including 10 mm thick cement plaster in cement mortar 1:4, complete all as specified and directed
250
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M&L non skid coloured ceramic tiles 7 to 8 mm thick, (square/rectangular) 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 over and inculding 15mm thick screed bed in cement mortar (1:6), complete all as specified and directed
200
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M&L non skid coloured ceramic tiles of 7 to 8 mm thick, (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick /concrete surfaces in cement mortar (1:4), complete all as specified and directed
20
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Demolition of cement concrete (un-reinforced) in ground floors and pavings not exe 15 cm thickness (below or above ground level) complete, all as specified and as directed
35
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M&L PCC 1:2:4, type B–0 (using 12.50mm graded crushed stone aggregates) for levelling of floor finishes such as tiles etc., complete all as specified and directed.
2
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Providing and laying of 300x300X10 mm thick Anti-Skid pavement tile Endura vitrified tile in approved colour & Shade and in anti skid finish, set and jointed in neat cement slurry and pointed in white cement & pigment to match, over and including 15 mm thick screed bed in cement mortar 1:4, complete all as specified and directed
200
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Material and labour for 75mm thick PCC 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in sub base to floor, complete all as specified.
500
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Supply and fixing PCC coloured, rubber moulded, interlocking designer paver blocks (double glossy) in any and shape, confirming to IS-15658-2006 of 60mm thickness, M-35 grade in path, hard standing, etc. laid over and including 50 mm thick screed or bedding layer of sand, complete all as specified.
300
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M&L for providing, cement concrete Type B-0, 1:2:4 (using 12.50mm graded crushed stone aggregate) in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates water troughs and the like including weathering, slightly rounded or chamfered angles and throating rounded or chamfered on edges, all as specified and as directed.
2
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M&L for granite (of any type) tiles 16 to 18mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing over 15mm thick screed bed in cement mortar (1:6), complete. complete all as specified and directed.
5
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M&L for rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations,. complete all as specified and directed.
5
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M&L 18–20mm thick machine cut kota stone slab as in tread/landing over 20mm thick screed bed in cement mortar (1:4), set and jointed in neat cement slurry mixed with pigment to match the shade including grinding and polishing, complete all as specified and directed.
20
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M&L 18 to 20 mm thick machine cut kota stone slab as in skirting, riser of steps, dado & pillar etc. over and including 10mm thick screed layer in cement mortar 1:4 set and jointed in neat cement slurry mixed with pigment to match the shade including grinding and polishing complete all as specified and directed.
30
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M&L for providing 75 mm thick cement concrete 1:3:6, type C–1 (using 20mm graded crushed stone aggregates) as in plinth protection laid in alternate bays (n exc 2 Sqm each) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight , complete all as specified.
20
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dismentling of mild steel work of any description , complete, all as specified and as directed.
3
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M&L rolled mild steel as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel, hollow tube or flat sections) including distance pieces, cleats etc. conforming to Fe–410–W (Gde–E–250) quality 'A' complete all as specified and as directed by the Engineer–in–Charge.
300
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Dismantling of plain or corrugated asbestos cement sheet of any thickness incl Nainital or similar pattern coverings, complete all as specified and as directed by the Engineer–in–Charge.
649
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S&F Pre–painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick having zinc coating 150 grams per Sqm (Az 150) of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer–in–Charge.
590
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S&F Pre–painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa having zinc coating 150grams/Sqm (Az–150) as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer–in–Charge.
59
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Dismantiling of brick tiles or terracing tiles, single layer on roofs complete all as specified and as directed by the Engineer-in-charge
230
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Demolition of mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) complete all as specified and as directed by the Engineer-in-charge
18.4
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M & L for providing cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in roof kerbs or mud stops,padding,rounded or chamfered on edges including form work where ever required.
9.2
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M & L rendering 10 mm thick on existing concrete surface of roof in cement mortar 1:4 including mixing water proofing compound @ 3% by weight of cement or as per manufacturer's instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-charge. (Note:- WPC shall be measured & paid separately)
230
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M & L for providing and laying at any height 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg/Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bituminious primer @ 0.40 ltr / Sqm by the same membrane manufactures roof membrane over existing RCC roof slab / chajjah / canopy / parapet wall to be executed through approved applicator of the membrane manufacturer with following specification etc complete all as specified and directed :-
(a) Cleaning existing surface properly. (b) Applying oil bound bitumen primer @ 0.30 liter/Sqm manufactured by the same agency as that of APP membrane with a density 0.87-0.89 Kg/ ltr at 25 degree centigrade on prepared surface.
(c) Apply on APP membrane a coat of hot blown bitumen grade 85/25 conforming to IS 702 @ 1.20 Kg per Sqm
(d) Laying not less than 3mm thick APP modified water proofing membrane weighing not less than 3.60 Kg/Sqm reinforced with non woven polyster fiber weight not less than 160gms/Sqm using butane torch by torch application with 10cm side laps and 15cm end lap.
(e) APP membrane shall be laid using butane torch by Torch application with minimum 10cm side overlap and 15cm end lap.
299
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M&L cement concrete tiles 30 cm x 30cm x 20 mm thick, machine pressed laid on screed bed and joints grouted flush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar (1:6) , complete, all as specified and as directed.
230
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M&L applying a coat of solar reflective aluminium paint @ 0.11 kg per sqm on APP membrane surfaces, complete all as specified and as directed by the Engineer-in-charge.
69
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Supply only water proofing compound, complete all as specified.
55.2
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Taking down chowkats or frames with shutter area not exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish , complete, all as specified and as directed.
10
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Taking down chowkats or frames with shutter area exceeding 1.50 Square meter and not exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish, complete, all as specified and as directed.
10
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Taking down shutters of any description area exc 1 sqm and not exc 2 sqm and removing from site , complete, all as specified and as directed.
20
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Taking down shutters of any description area exc 1 sqm and not exc 2 sqm each and refixing in the same opening , complete, all as specified and as directed.
5
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M&L rolled mild steel framed work as in chowkats of door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe–410–W (Grade E–250) quality 'A' , complete, all as specified and as directed.
200
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M&L factory made 35mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by the Engineer–in–charge
20
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Supply and fixing factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters, 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. size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) , complete, all as specified and as directed.
20
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M&L for preparation of new or previously untreated surfaces of wooden and applying two coats of synthetic enamel paint over and including a coat of pink primer on wooden surfaces of any description, not otherwise described, over 10cm width or girth complete all as specified and as directed.
80
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Supply and fixing Factory made pressed steel frames for doors/window fabricated from 1.25 mm thick sheet, with double rebate, frame size 125 x 60 mm, complete all as specified and directed.
5
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M&L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.
300
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S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutter fabricated from following sections :-
(a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leaf of T – section 20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf .
(c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mm made from 1.25 mm thick MS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i) Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii) Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf.
iii) MS tower bolt stove enamelled 150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf (vi) Pintal hinges 12 x 75 mm - 2 Nos each leaf (vii) 10mm square Guard bar @ 10 cm c/c welded to frame .
(viii) Two coat of Synthetic enamel paint over one coat of red oxide primer.
(ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter of window with flat iron 15 x 03 mm with steel screws .
(x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5 sqm in each pane fixed in glass shutter of window.
(xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed.
Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit.
(ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above.
(iii) The window upto 1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable. The window more than 1.00 metre width shall have two openable leaves on both outer side for gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.
20
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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 directed.
100
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M&L preparation of new steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over and incuding a coat of red oxide primer complete all as specified and as directed by the Engineer–in–Charge.
20
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Hacking out old broken glass (any thickness, size, quality or description) from metal frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and directed
50
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S&F 3mm thick sheet glass ordinary quality with aluminium beading, rubber packing or oil putty in square n.exc 0.5sqm in each pane, complete , all as specified and directed.
60
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S&F 4mm thick frosted sheet glass ordinary type and glazing with aluminium beading, rubber packing or oil putty in square n exc 0.5 sqm each pane complete all as specified and directed.
10
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S&F for galvanised mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with stainless steel wire staples , complete all as specified and directed.
30
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S&F in repair galvanised mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with stainless steel wire staples or ms nut & bolt including removing from old steel window /door cutter /grinder or any other method complete all as specified and directed.
40
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S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge.
50
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S&F for factory made solid PVC moulded door shutters (wood free EPS) 28 to 30 mm thick (stile), with 2, 4 or 6 raised panel design with 2mm thick moulded PVC Sheet on the front face & 2mm Plan colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing including 03 nos 100 mm long stainless steel hinges, 02 nos 150 mm aluminium handle & 02 nos 150 mm long aluminium tower bolt in each shutter complete all as specified and directed.
15
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Dismantiling of old wooden/pvc boarding/shelves of Kitchen cabinets and cupboards any description, fixed in any position with nails
20
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M&L 18 mm thick prelaminated particle board prelaminated both sides with decorative choice laminations, exterier grade (grade-1) confirming IS 14587, fixed with screws for kitchen cabinet and cupboard shutter including 3mm thick 2nd class hardwood leeping patti on cut edge of boards, complete all as specified and as directed by the Engineer-in-Charge.
20
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M&L 12 mm thick prelaminated particle board prelaminate both sides with decorative choice laminationsexterier grade (grade-1) confirming IS 14587, fixed with screws for kitchen cabinet and cupboard shelves including 3mm thick 2nd class hardwood leeping patti on cut edge of boards complete all as specified and as directed by the Engineer-in-Charge.
15
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M&L for PCC 1:3:6, type C–0 (12.50mm graded crushed stone aggregate) as in bed blocks for hold fast & filling of pressed steel frame including necesssary formwork complete all as specified and directed.
1
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S&F for 100mm MS Butt hinge medium weight cold rolled, complete all as specified and directed.
90
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S&F in repair for 100mm MS Butt hinge medium weight, cold rolled complete all as specified and directed.
20
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S&F for 200mm long aluminium, anodised, barrel tower bolt of extruded section, complete all as specified and directed.
60
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S&F in repair for 200mm long aluminium, anodised, barrel tower bolt of extruded section, complete all as specified and directed.
20
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S&F for 150mm long aluminium handles, cast type, anodised complete, all as specified and directed.
60
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S&F in repair for 150mm long aluminium handles, cast type, anodised complete all as specified and directed.
20
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S&F 300 mm long aluminium sliding door bolts, plate type, stove enamelled black with bright bolt not less than 12 mm dia with and including minimum of 6 bolts and nuts, four on bolt plate and two on staple and fixed complete all as specified and directed.
15
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S&F in repair 300 mm long aluminium sliding door bolts, plate type, stove enamelled black with bright bolt not less than 12 mm dia with and including minimum of 6 bolts and nuts, four on bolt plate and two on staple and fixed complete all as specified and directed.
10
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S & F 100 mm long Hasp and staple, mild steel, wire type, stove enamelled black, including bolt to hinge plate and fixed with screws complete all as specified and directed.
10
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S & F in repair 100 mm long Hasp and staple, mild steel, wire type, stove enamelled black, including bolt to hinge plate and fixed with screws complete all as specified and directed.
10
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S&F floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floo 150mm long cover plate, complete all as specified and directed.
20
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S&F in repair floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floo 150mm long cover plate, complete all as specified and directed.
20
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S&F mild steel 300 mm, ordinary rat tail rod pattern springs, including roller and roller plate including fixing to steel frame complete all as specified and directed.
10
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S&F in repair mild steel 300 mm, ordinary rat tail rod pattern springs, including roller and roller plate including fixing to steel frame complete all as specified and directed.
10
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S&F in repair stainless steel rod of 25 mm dia , min 1.0 mm wall thickness as in curtain rod complete incl S&F 02 Nos stainless steel brackets/finials fancy type, stops fixed with ss screws etc complete fixed as in repair complete all as specified and as directed by the Engineer–in–Charge.
Note : For the purpose of mesurement and payment running length of curtain rod only shall be considered.
50
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S & F in repair first class soft wood Beading, not exceeding 03 sqcm straight (any type) for glazed or gauzed joinery, renewed, including mitres etc.and removing old beads to store complete all as specified and directed.
30
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S & F wooden Pieces, small let in for making good where hinges, etc. have been removed from chowkhats or frames, joinery, etc. including painting or oiling to match, if required
5
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Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal from site, complete all as specified and as directed by the engineer - in-charge
40
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Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal from site , complete all as specified and as directed by the engineer - in-charge
30
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Cutting chases to brick wall built in cement mortar, pinning in making good to facing where required and pointing in CM 1:3 to edges of landing, steps, cills ,sunsheds, shelves, lintel etc and cutting chases for concealed water tubing etc and making good cutting not exc 10 cm girth complete all as specified and as directed by the engineer - in- charge
40
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S&F for GI tubing 15mm bore medium grade with all fittings and fixed complete to wall and ceiling or laid in floors, complete all as specified and directed.
40
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S&F for GI tubing 20mm bore medium grade with all fittings and fixed complete to wall and ceiling or laid in floors, complete all as specified and directed.
30
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S&F in repair for 500 litres rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position, connecting up pipes, securing access covers etc., and including 20mm bore tank nipple & one 20mm GI union at outlet and including 20mm ball valve with float and flynut screwed to pipe including dismantling of water tanks and removing from site ,all as specified in SSR Part–I complete all as specified and as directed by the Engineer–in–Charge.
5
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S&F in repair for 20mm bore gun–metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed.
5
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S&F in repair for 15mm bore gun–metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed.
5
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S&F in repair 15mm bore long body bib taps cast copper alloy fancy type, chromium plated, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed.
30
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S&F in repair 15mm bore pillar taps cast copper alloy, with capstan heads, chromium plated, screwed down, fancy type high pressure, with or without lettred 'HOT or COLD' with long screwed shank and fly nuts complete all as specified and directed.
20
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S&F in repair stop valves /angle valve chromium plated fancy type, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed.
20
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S&F in repair concealed stop cock chromium plated fancy type, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed.
5
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S&F in repair pvc connection 15mm size PTMT nuts of length 600mm, complete all as specified and directed.
30
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S & F sinks with drainage board made out of stainless steel 1mm thick sheet for kitchen or laboratory with plugs, waste pipe, brass chromium plated coupling and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm with bowl size 410mm x 330mm x 160mm as in repair , complete, all as specified and as directed.
5
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S & F sinks without drainage board made out of stainless steel 1mm thick sheet for kitchen or laboratory with plugs, waste pipe, brass chromium plated coupling and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 495mm x 420mm with bowl size 410mm x 330mm x 160mm as in repair , complete, all as specified and as directed.
2
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S&F in repair vitreous china wash basin white, flat back, size 550x400 mm including cutting for pinning in ends of brackets or erecting stand, including 32mm bore pvc corrugated waste pipe 900mm long, 32mm bore waste coupling chromium plated long screwed shank and fly nuts etc., complete all as specified and directed.
5
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S&F in repair Vitreous china orrisa pan squatting pattern 580 X 440mm with integeral foot rests including P or S trap PVC low level flushing cistern 10 ltrs capacity and Flush pipe of polyethylene of low or high density or PVC. 32 mm dia ,complete all as specified and as directed.
Note : The cost of traps , flushing cistern and PVC flush pipes are included in this item.
5
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Supply and fixing for vitreous china wash down water closet pan (pedestal pattern), including 'P' or 'S' trap white (including fixing bolts but excluding flushing cistern and flush pipe) including plastic water closet seat white closed pattern with flat bottom cover and mild steel chromium plated or aluminium hinges device as in repair complete all as specified and as directed by the Engineer-in-Charge.
5
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S&F mild steel chromium plated hand shower (health faucet ABS body) suitable for 15mm dia pipe with 8 mm dia 1.25 mtr long flexible tube and ABS wall hook including making connection as in repair , complete, all as specified and as directed.
20
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Supply and fixing 10 litre capacity virgin polypropylene cistern, ISI marked, coloured at low level complete with PVC bend/flush pipe and making all connection including taking down existing high or low level unerviceable flushing cistern and making good the disturbed surface to match with the existing surface, complete all as specified and directred.
10
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S&F in repair, 32mm dia flush PVC pipe 900 mm long for WC complete all as specified and directed.
10
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S&F in repair stainless steel grating 100mm dia with or without waste hole complete all as specified and directed.
20
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S&F in repair pvc water closet seat cover, white, closed pattern with flat bottom, mild steel chromium plated or aluminised hinging device complete all as specified and directed.
20
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S&F in repair 50 mm dia stainless steel waste coupling for kitchen sink etc of standard length complete all as specified and as directed by the Engineer–in–Charge.
10
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S&F in repair 32 mm dia PTMT waste coupling for wash basin etc of standard length complete all as specified and as directed by the Engineer–in–Charge.
10
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S&F in repair 15mm bore shower rose chromium plated 125mm dia alongwith 15mm bore shower arm 195 mm long with bend of 45 degree complete all as specified and directed.
10
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S&F in repair 600mmx450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers as in repair complete all as specified and as directed by the Engineer–in–Charge.
20
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S&F in repair brass chromium plated soap dish holder and fixed with brass screws to wall complete all as specified and directed.
5
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S&F as in repair brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and as directed by the Engineer–in–Charge.
5
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S&F in repair stainless steel towel ring round between flanges including fixing with brass screws complete all as specified.
5
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Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete, all as specified and as directed.
5
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M&L brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 , complete, all as specified and as directed.
5
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Taking down of PVC /cast iron/RCC drain pipes /rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan–necks, etc., including cleaning or refixing or removal to store, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.
210
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S&F 110mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints, fixed in wall including all fittings (bend,branch piece,tee & coupler etc ) complete all as specified and directed.
50
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S&F 110mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints, laid trenches, floor including all fittings (bend,branch piece,tee & coupler etc ) complete all as specified and directed.
50
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S&F in repair 110 mm bore PVC cowls 110mm bore complete all as specified and directed
10
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S&F 75mm bore PVC (SWR) pipes single socketed incl all necessary fitting bend, tee, single Y etc. in any length with rubber ring joints, fixed to walls complete all as specified and as directed by the Engineer–in–Charge
30
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S&F 75mm bore PVC (SWR) pipes single socketed incl all necessary fitting bend, tee, single Y etc. in any length with rubber ring joints, laid in floor /trenches complete all as specified and as directed by the Engineer–in–Charge
30
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S&F in repair 75 mm PVC(SWR) floor trap with grating incl jointing to waste pipe incl fixed in cement concrete type B–1 (1:2:4) complete all as specified and as directed.
10
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S&F in repair PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement all as specified and directed.
5
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Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.
10
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Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick , each layer, complete all as specified and as directed by the Engineer-in-Charge.
4
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Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
6
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S & F PVC (SWR) pipes, 150 mm dia bore laid and jointed in trenches complete with collars including all fittings (bend,branch piece,tee & coupler etc ) complete all as specified and as directed by the Engineer-in-Charge
50
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M&L PCC 1:4:8, type D–2 (using 40mm graded crushed stone aggregates)as foundation filling & mass concrete etc complete all as specified and directed.
2
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Cleaning and removing all scale and dirt, etc from existing water storage tanks of capacity exceeding 250 litres and not exceeding 500 litres by emptying, drying and cleaning the tank by scrubbing the dust with wire brush from tank including cleaning from mouths of circulating pipes, & writing on the tank with synthetic enamel paint not less than 200mm long and 20mm wide of words in shape like cleaned on : Day/month/year to entire satisfaction of Engr-in–charge complete all as specified.
( The rates includes for disconnecting of existing water tank, lowering if required and hoisting, reconnecting and refixing in same position after cleaning ) Note- The whole process of disconnecting, reconnecting and refixing in same position after cleaning shall be done on the same day , if failing so, Rs. 100/- shall be deducted for each tank per day from the contractor due.
20
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S&F powder coated aluminium section (minimum thickness of powder coating 50 micron) for doors,windows & ventilators frame and shutters including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) 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/paneling, C.P. brass/ stainless steel screws complete all as specified and as directed by the Engineer-in-Charge.
Note : (a). Glazing shall be measured and paid separately; (b). Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (c). The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required and the same shall not be measured for arriving the weight; (d). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework and including matching the existing surface area complete all as specified and directed.
339
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Supply and fixing 4.8 mm thick tinted glass to aluminium door with glazing clips, rubber gasket etc complete all as specified and as directed by the Engineer-in-Charge.
10
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Supply and fix 12 mm thick prelaminated particale board,interior grade, prelaminated both side with decorative choice lamination and fixed to aluminium door with glazing clips, rubber gasket etc complete all as specified and as directed by the Engineer-in-Charge.
10
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S&F anodised aluminium grill (anodized 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 window frame with C.P brass/ stainless steel screws @ 200 mm center to center, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodized aluminium standard section around the opening, , complete, all as specified and as directed.
10
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S&F aluminium (Diecast) body hydraulically door closer regulated,designation No.3, universal type,suitable for door shutters of 851 mm to 1000 mm in width and weight between 61 to 80 Kg as in repair complete all as specified and as directed by the Engr-in-charge.
2
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S&F as in repair aluminium (Diecast) body hydraulically door closer regulated,designation No.3, universal type,suitable for door shutters of 851 mm to 1000 mm in width and weight between 61 to 80 Kg as in repair complete all as specified and as directed by the Engr-in-charge.
8
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Supply and fixing double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, govering pivot made of brass, other parts made of mild steel heavy duty complete all as specified and as directed by the Engineer-in-Charge.
2
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Supply and fixing as in repair double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, govering pivot made of brass, other parts made of mild steel heavy duty complete all as specified and as directed by the Engineer-in-Charge.
4
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Supply and fix 65 mm size mild steel mortice lock, vertical type, 2 levers with duplicate key complete all as specified and as directed by the Engineer-in-Charge.
2
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Supply and fix as in repair 65 mm size mild steel mortice lock, vertical type, 2 levers with duplicate key complete all as specified and as directed by the Engineer-in-Charge.
5
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Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness including cover fillets and false ceiling frame work complete all as specified and as directed by the Engineer-in-Charge.
400
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M&L solid PVC wall panelling consisting of 5 mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame of 5mm thick PVC sheet fillet of width 35mm for wall panelling inclusive of fixing on to wall to make PVC frame (max distance 300mm c/c horizontally and 1200mm c/c vertically) as per specifications and drawing complete all as specified and directed.
100
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Dismantling wooden scantling of any description not otherwise provided for complete all as specified and as directed by the Engineer-in-Charge.
2
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S&F Steel rolling shutters 1.25mm thickness of laths, with required ball bearing for rolling shutters, including shaft, top cover, guide channel, anchoring rod, hasp and staple, gear operated type with bevel gear box and crank handle, safety lever locks mild steel with 4 levers including one shop coat of primer, erected/fixed in position as required complete all as specified and as directed by the Engr-in-charge.
40
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Checking and attending to water leakage from taps, flushing cisterns, wash hand basins and other sanitary fittings/fixtures and any obstruction to water supply, requiring plumber work and carryout minor repairs such as replacement of washers, check nuts, tightening of fittings of flushing cistern etc including petty materials like washers of all sizes, thread(shoot), M-seal, screws, nails, check nuts to make water supply/ plumbing lines functional and leak proof complete all as specified and directed by Engr-In-Charge.
(Note : Any other items except mentioned in this item, if required, the same shall be measured and paid for separately under respective items)
100
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Cleaning of sewage line upto first man holes by any means and removing blockage of WC, EWC, Bathroom, floor trap of WHB/Kitchen pipe etc complete all as specified and as directed by the Engineer-in-Charge.
Note for Item No.146 & 147 :-
(i) Contractor or his authorised rep will report daily at 0900 hrs and onwards at complaint cell for collection of complaints from the concerned JE in charge and distribute all complaints/ detailing to his trademen, monitoring the work done and taking the complaint slip back from trademen on every working day, re-submit the same to JE in charge after rectifying the complaint at complaint cell. In case contractor or his rep failed to attend & rectify the complaint then a recovery of Rs 1000/- per day shall immediately be effected from the contractor's dues in terms of conditions 25, 44 & 45 of IAFW-2249 (General Conditions of contracts).
(ii) The complaint shall be attended and rectified within 08 hrs i.e from 0900 hrs to 1700 hrs (excluding sunday & gazetted holiday), commencing from date and time of notifying the complaint slip failing which a penalty @ Rs.1000/- per complaint shall be levied upon/imposed on the contractor and necessary recovery shall be effected from his dues on this account. In case, after checking & attending the complaint, if it is not possible to rectify the complaint within 08 hrs, the fact shall be brought to the notice of Engr-in-Charge by the contractor/ his rep immediately and if Engineer-in-Charge is satisfied with the facts brought by the contractor, no recovery shall be made on this account.
(iii) All T&P required for attending the complaints shall be provided by the contractor without any extra cost.
(iv) The above all aspect shall be deemed to be included in the quoted rate of the respective item.
100
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Removing old tar felt, all loose dirt, cement plaster, cleaning the concrete surface including removal & cleaning of vegetation, fungus, moss small tress etc from the roof top with wire brush, removing the strips of lightening conductor including refixing the same after repair work and applying neat cement slurry @ 1.5Kg/Sqm complete all as specified and directed by Engineer-in-charge.
230
-
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S&F as in repair PVC tank lid/cover suitable for capacity 500 /1000 ltrs with and including locking arrangments such as nuts, bolts etc complete all as specified and as directed by the Engineer–in–Charge.
100
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S&F in repair stainless steel kitchen plate rack made out of 0.63mm thick stainless steel of grade SS304 of size 24"x30"x10" including screws and fixing arrangements complete all as specified and directed.
5
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S&F in repair 32 mm dia PVC waste pipe for wash hand basin /kitchen sink etc of standard length complete all as specified and as directed by the Engineer–in–Charge.
100
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M & L chipping off spilled and loose concrete, de-rusting of steel reinforcement by sand blasting and applying one layers of guniting by machine n. exc. 25 mm thick in cement mortar 1:2 using ordinary portland cement over and including steel mess 25mmx25mm with 3mm dia steel wire as reinforcement/XPM of weight not less than 4.00 Kg/sqm for strengthening measures as on RCC beams/slabs/lintels/facias/drops and similar works etc. including shuttering, padding necessary chases where required complete all as specified and directed by the engineer-in-charge. Note : (i) Placing the additional reinforcement all concrete surface shall be thoroughly scrubbed with brushes, washed with water and allowed to dry. (ii) Work has to be carried out in patches area shall n.exc 1.00 sqm in each patch.
5
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S & F 5mm PVC hollow sheet interlocking type (the thicknees of inner wall 0.7 to 1.00mm) panelling inclusive of solvent cement and fixing at site with U clip or screws as per site requirement complete all as specified and as directed by the Engineer-in-Charge.
100
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S & F GI Metal powder coated suspended ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications including 4mm thick HPSC pre-prime non asbestros fiber cement building board (E-classic or equivalent) decorateive finish fixed to frame work with hold down clips in false ceiling complete all as specified and as directed
200
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Taking down rolling shutter of any size and any type and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish incl taking down complete accessories like shaft, top cover, guide channel etc complete all as specified and as directed by the Engr–in–charge.
40
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Taking down rolling shutter gear operated type with bevel gear box and crank handle incl taking down accessories like shaft, top cover, guide channel and straightening/ rectify warped/buckled parts, replacing unserviceable components/parts with new with and including cleaning/overhauling, greasing/oiling, make functional rolling shutter in all respect and refixing the same in same opening to walls/RCC members all as directed by the Engineer-in-Charge. (All new components/accessories will be measured and paid separately as supply only under relevant item of schedule)
4
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Supply only suspension shaft of dia 50 mm mild steel pipe incl springs ( for exc 3 Mtr but not exc 6 Mtr wide shutter) complete all as specified and as directed by the Engr-in-charge.
10
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Supply only mild steel guide channel of width 75 mm deep & 25 mm wide and made from 3.15mm thick PBI sheet all as specified and as directed by Engr-in-Charge.
15
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Supply only ball bearing for 40 to 50mm dia shaft of rolling shutter upto 6.0m width all as specified and as directed by Engr-in-Charge.
2
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Replacement of old tension spring with new tension spring of size 600mm for shutter exceeding 12 Sqm each complete and all as specified and directed by Engineer-in-Charge.
2
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Replacement of existing unserviceable mild steel wheel gear box with new wheel gear box of suitable for large size shutters having area more then 8 sqm including handle as per existing size complete all as specified and as directed by the Engr-in-charge.
3
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Note:- Amount of credit of Rs.61,405.00 for retrieved materials is mentioned in Schedule of Credit Page No. 121 to 123. of tender documents in pdf form which will be deducted offline while acceptance of tender.
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