}

Tender For Provision Of Labourers Amenity And Customers Waiting Room With Toilet Facility And Special Repair Of Flooring And Painting Of Roof Top Of Bldg No Ht-144 In The Area Of Age B/R-I (N) Under Ge (N) Ambala Cantt, ambala-Haryana

Military Engineer Services-MES has published Tender For Provision Of Labourers Amenity And Customers Waiting Room With Toilet Facility And Special Repair Of Flooring And Painting Of Roof Top Of Bldg No Ht-144 In The Area Of Age B/R-I (N) Under Ge (N) Ambala Cantt. Submission Date for this Tender is 26-11-2022. Toilet Bathroom Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

34614478
Corrigendum : Tender For Provision Of Labourers Amenity And Customers Waiting Room With Toilet Facility And Special Repair Of Flooring And Painting Of Roof Top Of Bldg No Ht-144 In The Area Of Age B/R-I (N) Under Ge (N) Ambala Cantt
Open Tender
Indian
Haryana
ambala
26-11-2022

Tender Details

Provision Of Labourers Amenity And Customers Waiting Room With Toilet Facility And Special Repair Of Flooring And Painting Of Roof Top Of Bldg No Ht-144 In The Area Of Age B / R-I ( N ) Under Ge ( N ) Ambala Cantt Ca No Ge ( N ) Amb-51 / 2022-23 Provision Of Labourers Amenity And Customers Waiting Room With Toilet Facility And Special Repair Of Flooring And Painting Of Roof Top Of Bldg No Ht-144 In The Area Of Age B / R-I ( N ) Under Ge ( N ) Ambala Cantt

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Nov-2022 Amd BOQ BOQ 19-11-2022
2 19-Nov-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 26-11-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 82000.0 /-
Tender Value
INR 41 Lakhs /-

BOQ Items

Name of Work: Provision of labourers amenity & customer’s waiting room with toilet facility and special repair of flooring and painting of roof top of bldg. No. HT-144 in the area of AGE B/R-I (N) under GE (N)Ambala Cantt
Sl. No. Item Description
1Schedule "A" Part-I (B/R itmes) 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.
2Surface excavation (not exceeding 30cm deep)and averaging 15 cm deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.
3Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge.
4Removing surplus excavated materialto 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.
5M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
6M&Lbrick 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 by the Engineer-in-Charge.
7M&Lbrick work with sub class "B" old size bricks straight or curved on plan anyradius in half brick thick wall built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
8M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surfaces of concretecomplete all as specified and as directed by the Engineer-in-Charge.
9Formwork to sides of pillars, posts,struts, piers, columns and stanchions flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
10M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
11Formwork to chajjas, shelves and the like including edgesfor rough finished surfaces of concrete flats complete all as specified and as directed by the Engineer-in-Charge
12Formwork to soffits ofsuspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 CM thick (horizontal or sloping) flat for rough finished surfaces of concrete , complete all as specified and as directed by the Engineer-in-Charge.
13M & L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, for roughed finished surface of concrete complete all as specified and as directed by the Engineer-in-Charge
14M & L reinforced cement concrete M-25 (Design mix)using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
15M&L reinforced cement concreteM-25 (Design Mix) using 20mm graded crushed stone aggregate as inpillars, posts,struts, piers, columns and stanchionscomplete all as specified and as directed by the Engineer-in-Charge.
16M&L reinforced cement concreteM-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge.
17M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge.
18M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates as in chajjasand the like complete all as specified and as directed by the Engineer-in-Charge.
19M<MT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
20M<MT steel bars 6 to 8mm diacut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
21M<MTsteel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
22M & L sand filling under floor or in foundation including watering and consolidation complete all as specified and as directed by the Engineer-in-Charge.
23M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre using chemical chloropyriphos 20EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and as directed by the Engineer-in-Charge.
24M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface using chemical chloropyriphos 20EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 complete all as specified and as directed by the Engineer-in-Charge.
25M&L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area using chemical chloropyriphos 20EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 complete all as specified and as directed by the Engineer-in-Charge.
26M & L100 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
27S & F pressed steel frames of size 125 x 60mm made from 1.25mm thick PBI sheetfor doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc complete all as specified and as directed by the Engineer-in-Charge.
28M & LPCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate asfiling in pressed steel chowkats, holdfasts complete all as specified and as directed by the Engineer-in-Charge.
29Supply and fixing factory made 35 mm thick 2nd class hard wood glazed and skeletonshutters,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 by the Engineer-in-Charge.
30Supply and fixing factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on boths face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge.
31S & F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube fixed in opening complete all as specified and as directed by the Engineer-in-Charge.
32S&F factory made solid PVC moulded door shutters with partical board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick prelaminated moulded PVC sheet on the front face and 2mm thick plain colour PVC sheet on back face fixing in frame at site as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge.
33M&L 2nd class hard wood Small fitting such a brackets of any type ,latch and hinge block , shaped door and window stops and the like including all necessary labours articles not exc200 Cu cm eachcomplete all as specified and as directed by the Engineer-in-Charge.
34Supply and fixing 300mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge.
35S&F 150 mm long aluminium handle casttype anodisedcomplete all as specified and as directed by the Engineer-in-Charge.
36S&F 150 mm long aluminium anodised barrel tower boltsof extruded section and fixed complete all as specified and asdirected by the Engineer-in-Charge.
37S & F100 mm long type B-22, butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, complete all as specified and as directed by the Engineer-in-Charge.
38S&F mild steel 150 mm ordinary rat tail rod pattern springs including roller and roller plate etc complete all as specified and as directed by the Engineer-in-Charge.
39Supply only50 mm long type E-22, butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, complete all as specified and as directed by the Engineer-in-Charge.
40S & Ffloor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, Overall length of cover plate 140mm complete all as specified and as directed by the Engineer-in-Charge
41M & L sheet glass 3.00mm thick ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge.
42M & Lfigured glass, pin head type3.00mm thick ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge
43S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutterfabricated fromfollowing 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 leafof T – section20 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 mmmade from 1.25 mm thickMS 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 enamelled150mm 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 ofred 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 ofwindow 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 0.5sqm 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 upto1.00 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 metrewidth shall have two openable leaves onboth outer sidefor gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.
44S&F box type using ERW hollow "P" section ventilators fixed type with glazing barincluding MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
45S&Fgalvanised mild steel wire cloths0.56 mm nominal dia of wire and averagewidth of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge.
46Material and labour rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 andfinishedeven and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
47M & L rendering 15 mm thick on brick work or concrete wall surfaces in cement mortar 1:4including mixing water proofing compound @ 2% 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. (WPC shall be measured and paid for separately)
48Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
49M&L rough cast plaster 15 mm thickin cement motar 1 :4 complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge.
50M&L rendering 05 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar 1:3 andfinishedeven and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
51Material and labour glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/ skirtings/dados of size 450x300x7mm thick/300 x 600 x 7 mm thickor nearest size as required , set and jointed in neat cement slurry and pointed in white or colouredcement mixed with pigmentto match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4complete all as specified and as directed by the Engineer-in-Charge.
52M&LNon-skid ceramic coloured tiles joint free 1st quality(square/rectengular) 7 to 8 mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm as in floor, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including screed bed 15 mm thick in cement mortar 1:6complete all as specified and as directed by the Engineer-in-Charge.
53M&LNon-skid ceramic coloured tiles joint free 1st quality(square/rectengular) 9 to 10 mm thick, area of each tile exc 0.18 sqm but not exc 0.38 sqm as in floor, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including screed bed 15 mm thick in cement mortar 1:6complete all as specified and as directed by the Engineer-in-Charge.
54M&LNon Skid coloured ceramic tiles joint free premium/1st quality of same description as of floor tiles in serial item No53 abovebut 100mm to 200mm heightas in skirting, set and jointed in neat cement slurry and pointed in white or colouredcement mixed with pigmentto match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4complete all as specified and as directed by the Engineer-in-Charge.
55M & L providing 75 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternatebays (not exc 2 Sqm each )and finished even and smooth without using extra cement and providing jointsthroughout 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 including form work complete all as specified and as directed by the Engineer-in-Charge.
56Material and labour for Marble work, Baroda green, 16-18mm thick, in one piece in width and length not less than 1.8 m (except in case of slab is more than 1.80 meter and less than 2.40 meter smaller size as approved by Engr-in-Charge may be used) table rubbed & polished in shelves,coocking plateform, tread of stair case, window cil and similar locationetc including 15mm thick bedding layer in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble including rounding of exposed edges and finally granite finish polishing complete all as specified and as directed by the Engineer-in-Charge.
57Material and labour for Marble work, Baroda green, 16-18mm thick, in one piece in width and length not less than 1.8 m (except in case of slab is more than 1.80 meter and less than 2.40 meter smaller size as approved by Engr-in-Charge may be used) table rubbed & polished in as in riser of stair case/steps and skirtingand similar locationetc including 10mm thick rendering in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble including rounding of exposed edges and finally granite finish polishing complete all as specified and as directed by the Engineer-in-Charge.
58M & L rendering 10 mm thick onconcrete surface of roofin cement mortar 1:4including mixing water proofing compound @ 2% 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. (WPC shall be measured and paid for separately)
59Material & Labour for providing and laying 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 bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature andviscosity 70-160 cps over the primer coat with overlap of 100mm at theside and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture"s instructions . The vital physical and chemical parameters of themembrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrateat 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane onlycomplete all as specified and as directed by the Engineer-in-Charge.
60M & 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.
61M&Lpreparation of newly plastered surfaces of wall and applying two coats of cement based paint complete all as specified and as directed by the Engineer-in-Charge.
62M & L preparation of new plastered/ unplastered surfaces ofwalland applying two coats of oil bound distemperwith painting roller over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.
63M&L preparation of new plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
64M & L preparation of new plastered/ unplastered surfaces ofwalland applying two or more 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 sqmover and including priming coat of exterior primer applied @ 0.90 litre per 10 Sqmcomplete all as specified and as directed by the Engineer-in-Charge.
65M&Lpreparation of new woodensurfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.
66M&Lpreparation of new steelsurfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.
67S & F stainlesssteel curtain rod 25mm dia having wall thickness 1.00mmwith and including stainless steeldecorative brackets,two lotto for each rod length at both endetc fixed with stainless steel screws complete all as specified and as directed by the Engineer-in-Charge.
68S & F 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed by the Engineer-in-Charge.
69Cuttingchases 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 , sunshades, 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.
70M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge.
71M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge.
72S & F 15mm bore cast copper alloy fancy type chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with capstan head, scrwed both ends for iron pipe or for unionscomplete all as specified and as directed by the Engineer-in-Charge.
73S & F15mm bore cast copper alloy chromium plated angular stop valveswith capstan head, screwed down, high pressure scrwed both ends for iron pipe or for unionscomplete all as specified and as directed by the Engineer-in-Charge.
74S & F 15mm bore cast copper alloy chromium plated stop valves with capstan head , screwed down, high pressure, scrwed both ends for iron pipe or for unionscomplete all as specified and as directed by the Engineer-in-Charge.
75S & F 20mm bore cast copper alloy chromium plated stop valves with capstan head , screwed down, high pressure, scrwed both ends for iron pipe or for unions complete all as specified and as directed by the Engineer-in-Charge.
76S&F bib taps 15mm bore fancy type brass chromium plated with long body,wall flanges and capstan head,screwed down,screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed by the Engineer-in-Charge.
77S & FPVC connections 15 mm sizewith PTMT nuts of length 450 mmcomplete all as specified and as directed by the Engineer-in-Charge.
78S & Ffancy type pillar tap of 15mm bore, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed by the Engineer-in-Charge.
79Supply and fixingwater storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm bore,high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore complete all as specified and as directed by the Engineer-in-Charge.
80S & Fvitreous china wash hand basin white, flat back of size 550mmx400mm fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing ofwaste fitting etccomplete all as specified and as directed by the Engineer-in-Charge.
81S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe complete all as specified and as directed by the Engineer-in-Charge.
82Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and brass chromium plated Jet spray with PVC pipe and complete accessoriescomplete all as specified and as directed by the Engineer-in-Charge.
83S & F10 ltr PVC valveless syphonic action type flushing cistern with brackets, flush pipe etc complete including inlet ball valve float and handle including brackets, of approved make including all connections & flush pipes for WCcomplete all as specified and as directed by the Engineer-in-Charge.
84S & F 600mmx450mm bevelled edge mirror 5mm thick 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 washerscomplete all as specified and as directed by the Engineer-in-Charge.
85S & Fbrass 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.
86S & F soap dish, brass chromium plated, approximate size 160x160x90mm, fixed to plugs with chromium plated brass screwscomplete all as specified and as directed by the Engineer-in-Charge
87S&F brass chromium plated shower rose 125mm size swivel type with arm of standard size as per site complete all as specified and as direced by the Engineer-in-charge.
88S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorcomplete all as specified and as directed by the Engineer-in-Charge.
89S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wallcomplete all as specified and as directed by the Engineer-in-Charge.
90S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorcomplete all as specified and as directed by the Engineer-in-Charge.
91S & F 110mm bore PVC (SWR) bends of any radius complete all as specified and as directed by the Engineer-in-Charge.
92S & F 110mm bore PVC (SWR) bends of any radius with access doors complete all as specified and as directed by the Engineer-in-Charge.
93S & F 75mm bore PVC (SWR) bends of any radius with access doors complete all as specified and as directed by the Engineer-in-Charge.
94S&F 110mm bore PVC (SWR) juction single (Single T) equal are unequal with acces door complete all as specified and as directed by the Engineer-in-Charge.
95S&F 75mm bore PVC (SWR) juction single (Single T) equal are unequal with acces door complete all as specified and as directed by the Engineer-in-Charge.
96Supply and fixing 110 mm bore PVC (SWR), vent cowls including jointing with solvent cement, complete all as specified and as directed by the Engineer-in-Charge.
97S & F stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or rooffor 100 mm bore pipe complete all as specified and as directed by the Engineer-in-Charge.
98S & F stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 75 mm bore pipe complete all as specified and as directed by the Engineer-in-Charge.
99M&L broken stone hardcoreof gauge notexc. 63mm, deposited , spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge.
100M&L machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and sizeconforming to IS 15658-2006,ISI marked of 80 mm thickness, grade M-40 with grey cement andpigments over and including a layer of sand cushioning, 25 mm thickcomplete all as specified and as directed by the Engineer-in-Charge.
101M & L100 mm thick PCC 1:2:4, type B-2 as insub base floor (using 40mm gradedcrushed stone aggregate), finished even & smoothwithout using extra cement complete all as specified and as directed by the Engr-in-charge.
102M & Lconcrete bed to drain pipes of 150mm bore, including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate complete all as specified and as directed by the Engineer-in-Charge
103M&L150 mm dia (internal dia) RCC hume pipe class NP-2 laid and jointed complete with collars complete laid in trenches complete all as specified and as directed by the Engineer-in-Charge.
104Material and labour rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 andfinishedeven and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
105M & L providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
106Material and labour for plain cement concrete 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregate), as in surface channels and drains complete all as specified and as directed by the Engineer-in-Charge.
107Material and labour extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed by the Engineer-in-Charge.
108M & LprovidingPCC precast 1:2:4 type B1 using 20mm gradedcrushed stone aggregate as in landings, precast cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weathering, throating etc and setting CM 1:4 complete with joints to match, complete all as specified and as directed by the Engineer-in-Charge.
109M & L for construction of 50 users septic tank including inlet chamberin any type of soil complete all specified and shown on drg No. STD-1320 (C) sheet 1/3 to 3/3 dated 25 Jun 2018 including removal of surplus soil to a distance not exceeding 100mtr and other necessary work to make functional complete all as specified and as directed by the Engineer-in-Charge.
110M & L for construction of sokage well havinginternal diametre 1.80 metre and depth 3.00 metre from ground levelin any type of soil complete all specified and shown on drg No. STD-1173 (C) sheet 1R/2dated 25 Jun 2018 including removal of surplus soil to a distance not exceeding 100mtr and other necessary work to make functional complete all as specified and as directed by the Engineer-in-Charge.
111Demolition of cement concrete (un-reinforced) in ground floors and pavings n exe 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.
112M & L machine cut kota stone slab flooring 18 to 22 mm thick of size not less than 550mm x 550mm in floor, treads of steps/stair, set and jointedin neat cement slurrywith greycementmixed withpigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 20 mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
113M & L machine cut kota stone slab18 to 22 mm thick (cut from size not less than 550mm x 550mm) in skirting , riser of steps, dado etc, set and jointedin neat cement slurrywith greycementmixed withpigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 10 mm thick renderingin CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
114Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by the Engineer-in-Charge.
115S & 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/fixedin position as required complete all as specified and as directed by the Engr-in-charge.
116M&Lpreparation of new woodensurfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.
117M&Lpreparation of old decorated steelsurfaces as in roof covering and other steel members of any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paintcomplete all as specified and as directed by the Engineer-in-Charge.
118Schedule "A" Part-II (E/M itmes) Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall /ceiling surfacesand incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductorgreen colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly(boxesshall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer bothinternally and externally) including provision of new covered plate over sunken box for housing themodular switches , modular socket outlets,modularfan regulators etc.for one light/fan/exhaust fan point controlledby one way switch,complete all as specified and as directedby Engineer-in-Charge. Note :-a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid forseparately .
119Description same allas per item No. 118 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board,complete all as specified and as directedby Engineer-in-Charge.
120Description same all as per item No.118but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board,complete all as specified and as directedby Engineer-in-Charge.
121Description same all as per srl item No 118 here-in-before but for one socket outlet 15 Amp with 2.50 sq mm PVC insulated, unsheathedcable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copperwire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.
122Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 voltscomplete all as specified and as directedby Engineer-in-Charge.
123Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 voltscomplete all as specified and as directedby Engineer-in-Charge.
124Supply& fixmodular socket outlet2/3 pin combined,6 Amp, one way, two module, 230 voltscomplete all as specified and as directedby Engineer-in-Charge.
125Supply& fixmodular socket outlet3/3 pin combined, (6pin), 6/16 Amp, one way, two module, 230 voltscomplete all as specified and as directedby Engineer-in-Charge.
126S&F electronic Fan regulator modular 100 watt, 2 module, 230 volts , 50 Hz, AC supply suitable for ceiling fan any type/make/sweep complete all as specified and as directed by the Engineer-in-Charge.
127Supply and fix ceiling rose surface type 2/3 terminalpolycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge.
128Supply and fixing lamp holder, PVC/polycarbonate type with back plate suitable for batten fittings, complete all as specified and as directedby Engineer-in-Charge.
129S&F LED lamp 9 wattthreaded/pin end, warm/cool lamp type as per site requirement suitable for fixing on batten/angular holderscompletecomplete all as specified and as directed by the Engineer-in-Charge.
130S&F single pole and neutral enclosure with a two pin and earth plug and socket 20 Amp complete with and including one single pole MCB.20 Amp, 10 KA "C" curvecomplete all as specified and as directed by the Engr-in-charge.
131Supply and fix MCB SP, 6-40 Amps, 240 volt,10 KA ,"C" curve complete all as specified and as directed by the Engineer-in-Charge.
132Supply and fix MCB SPN, 40 to 63 Amps, 240 volt,10 KA ,"C" curve complete all as specified and as directed by the Engineer-in-Charge.
133Supply and fix sheet metal MCB DB SPN 8 way with 200 Amps rated bus bar single pole and neutral with acrylic double door IP-43 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces complete all as specified and as directed by the Engr-in-charge.
134Supply and fixing indoor decorative surface mountingLED tube light fitting boxtype18/20 watt withelectronic driver, opal diffuser, high efficient PVChousing body suitable for LED tube,AC 220-240 volts, 50 Hz and including 18/20 Watt LED tube rod luminaries environment friendly, high efficient, T8 with aluminium extrusion heat sinkconnecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directedby Engineer-in-Charge.
135S&FLED Bldg Security Light Fittings of capacity 35 watt made up of die castaluminiumhousing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including electronic driver service bracket of MS pipe 25 mm bore medium grade of length 0.90 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to MS pipe as required at site and two coats ofsynthetic enamel paintoverone coat of red oxide primer on mild steel work and making electrical connection, complete all as specified and as directed by the Engineer-in-Charge.
136Supply and fixingLED surface mounted bulk head luminaries 8-10 watt with min 800 lumen, industrial model, IP 65, auminum housing, surge protection including driver & LED lampetc complete with all accessories, connecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directed by the Engineer-in-Charge.
137Supply and fixceilingfans, AC, single phase, 230 V, 50 Hz, copper wounded of 1200 mm sweep having service value more than or equal to6 with BLDC technology , max power inputup to 35 watt, copper wire induction motor with 5 star BEE ratings, complete along with canopy cover, down rod, "U" clamp, 3 core PVC flexible cable 1sqmm for making connection of fan and hanging the fan in clamp,connecting withelectrical connection all as specified and as directed by Engr-in-charge. Note ; -MES No shall be written by the contractor with permanent marker over ceiling fan of specified size and colour and quoted rateshall be deemed to be included of this element.
138Supply and fixing of heavy duty exhaust fan 300mm sweep with corrosion resistant metallic body, minimum noise, operation and maintenance free design, totally enclosed, highly efficient, heavy duty motor with pressure die cast aluminium rotor mounted on two ball bearings, aerodynamically contoured blades, metallic base framewith rubbermountings for silent operation, maximum watt input not more than 55 watt, 1320 RPM,metal blades and shutter type louvers self-openable/ closeble for protecting the entrance of birds and testing complete all as specified and as directedby Engineer-in-Charge.
139Material & labourfor earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earthwire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron.Earth wireprotected by GI pipe 15mm bore(medium grade) and connected to earthing test pointas directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/cboth ways with one handle for liftingmade out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing complete all as directed by Engineer-in-Charge.
140Supply and laying XLPE insulated, armoured heavy duty electric cable 16 sqmmcross sectional area, 2 corewith aluminium conductor, 1100 volts gradecomplete all as specified and as directedby Engineer-in-Charge.
141S&F light grade GI Tubing of size 40mm dia for cable protection and fixed with clamp to pole and wall with nut, bolts, washers complete all as specified and as directedby Engineer-in-Charge
142Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for laying of cables, GI pipes and getting out in soft/ loose soil complete all as specified and as directedby Engineer-in-Charge.
143Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directedby Engineer-in-Charge.
144Removing excavated materialto a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directedby Engineer-in-Charge.
145M&L drysand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compactingcomplete all as specified and as directedby Engineer-in-Charge. Note: punned thickness shall be measured for payment.
146Supply and laying well burnt brick class-B laid flat to cover the cable with width equal to the length of cable and abutting each other for protection of cablecomplete all as specified and as directedby Engineer-in-Charge.
147M & L galvanised iron tubing 20 mm bore medium grade with all fittings andlaid in trenchescomplete all as specified and as directed by the Engineer-in-Charge.
148S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe complete all as specified and as directed by the Engineer-in-Charge.
149M & L cutting existingsteel tubingof 25 mm/32mm bore for alterations or additions (each cut measured) including GI fitting as per site requirmentcomplete all as specified and as directed by the Engineer-in-Charge.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail