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Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc.. Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc.., IGM HOSPITAL.-Tripura

Public Works Department-PWD has published Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc.. Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc... Submission Date for this Tender is 30-07-2021. Water Pipe Line Tenders in IGM HOSPITAL. Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

28536780
Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc.. Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc..
Open Tender
Indian
Tripura
IGM HOSPITAL.
30-07-2021

Tender Details

Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc.. Maintenance Of Igm Hospital For The Year 2021-22 Sh Sanitary Work, Aluminium Work, Water Pipe Line Etc..

Key Value

Document Fees
INR 1000 /-
EMD
INR 24269.0 /-
Tender Value
INR 24.26 Lakhs /-

BOQ Items

Name of Work : Maintenance ofIGM Hospital for the year 2021-22 /SH:-Sanitary work, Aluminium Work,water pipe line etc..
Sl. No. Item Description
1Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I.fittings and clamps, including cutting and makinggood the walls etc. complete as per CPWDspecification and direction of the Engineer - in -charge. Internal work - Exposed on wall. a) 15 mm dia. nominal bore
2b) 25 mm dia. nominal bore
3c) 40 mm dia. nominal bore
4Making connection of G.I distribution branch with G.I main foiiowing sizes by providing and fixing tees, including cutting and threading the pipe etc. complete as per CPWD specification and direction of the Engineer-in -Charhe. i) 25 mm to 40 mm NB.
5Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete as per CPWD specification and direction of the Engineer - in - charge.(New work) a) 15 mm nominal bore
6C) 25 mm nominal bore
7d) 40 mm nominal bore
8Providing and fixing G.I. pipe fittings of approved quality (1st Marked) as per direction of the Engineer-in-Charge. A) G.I. Nipple (G.I.) ii15mm dia 150mm long
9vi) 25mm dia 150mm long
10B) G.I. Socket i) 15mm dia
11ii)) 25mm dia
12C) Elbow i) 15mm dia
13ii)25mm dia
14D) G.I. Tee i) 25x25x25 mm dia
15Cleaning and washing of G.I. pipe line 15-50mm nominal bore (internal )using pump machine G.I. wire or bamboo etc. after cleaning the pipe line from the work & taking out union joint socket , elbow etc. and refitting the same including trial runper direction of Engineer-in-Charge.
16Providing and fixing brass fullway with wheel valve of approved quality.a) 40mm nominal bore (TSR-02)
17Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 i)15 mm nominal bore
18Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. i)15 mm nominal bore.
19Providing and fixing PTMT pillar cock of approved quality and colour . i)15mm nominal bore, 125mm long foam flow,Weighing not less than 120 gms.
20Providing and fixing uplasticised PVC connection pipe with brass unions : A)30 cm length i)15 mm nominal bore
21ProvidingandfixingonwallfaceunplasticisedRigidPVCrainwater pipes (working pressure 4 kg / cm2)conformingto IS : 13592 Type Aincludingjointingwith sealring conformingtoIS:5382leaving10mmgapforthermalexpansion: Single socketed pipe - 75 mm OD
22Single socketed pipe - 110 mm OD
23Providingandfixing on wallface unplasticised - PVCmouldedfittings/ accessoriesfor unplasticised Rigid PVC rain water pipes conforming to IS:13592TypeAincludingjointingwith sealringconformingtoIS: 5382 leaving 10 mm gap forthermalexpansion: A) Coupler i) 75mm
24ii) 110mm
25B) Single equal tee with door i) 75X75X75 mm
26ii) 110x110x110mm
27C)Bend 87.5° i) 75 mm
28ii) 110mm
29Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVCrainwater pipesbymeansof50x50x50mmhard woodplugs,screwedwithM.S.screwsofrequiredlengthincluding cutting brick work andfixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete. i) 110mm
30Washing and clearing white vitreous china Orissa Pattern W.C.pan ,Padestal type water closet( European type W.C.Pan ) ,urinal basin , Wash basin & laboratory Sink etc. at any floor using Acid , Harpic & brushes etc. as per direction of the Engineer-in-Charge.
31Clearing & washing of blockage W.C.Pan including line, wash basin line, urinal line and sink line etc. (Using G.I. wire & bamboo ,Acid & Harpic etc.) as per direction of the Engineer-in-Charge.
32Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: i) Flat back wash basin of size 630x450mm.
33Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe i)32 mm dia
34ii)40 mm dia
35Cleaning and Washing ofthepvc water storage tank of capacity 1000-2000 liters at any floor using detergent brashes in/c removal of pipe and refilling the same after washes as per direction of Engineer-in-Charge. b) For 2000 litres Capacity
36Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. i)10 litre capacity-White
37Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
38Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms.
39Providing and fixing ball valve (brass) of approved quality complete : i)15 mm nominal bore
40iii) 25 mm nominal bore
41Providing and fixing PTMT Waste Coupling for washbasin and sink, of approved quality and colour. a) Waste coupling 3.1 mm of 79mm length and 62mm breadth weighing not less than 45 gms.
42Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved 450mm long towel rail with total length of 495mm, 78mm wide and effective height quality and colour. a) 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms.
43Providing and fixing PVC bib cock of approved quality (PVC) i) 15mm nominal bore
44Labour charge for repairing of PVC cistern as directed by the Engineer-in-Charge.
45Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessaryfittings, including applying a priming coat of approved steel primer etc. complete as required
46Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overall dimension, as below (tolerance +/- 1mm) with wall thickness 2.0mm+/- 02mm. corners of the door frame to be jointed with galvanized brackets and stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 × 19 mm and 1 mm +/- 0.1 mm wall thickness and 3 nosstainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-In-Charge. i) Extruded section Profile size 48x40 mm.
47Providing and fixing to existing door frames. 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised /plasticbrackets of size 75×220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserying galvanised MS tube of size 20×20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of "H" Section, a UPVC hollow section of size 100×24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic /galvanisedMS "U" cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having overall thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontaly 6 mm galvanised MS rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-In-Charge. (for W.C. and Bathroom door shutter).
48Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : i)125 mm
49Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : i) 250x10 mm
50Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete i) 300×16 mm
51Providing and laying polished vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer ) with water absorption less than 0.08 % and conforming to IS : 15622of approved make in all colours, shades over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. i) Size of tile 50x50 cm
52Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
53Dismantling old plaster or pointimg,rakimg out joints,cleaning and preparing the surface for re-plaster or re-pointing including disposal of rubbish to the dumping ground wiyh all leads and lifts etc.complete as per direction of the Engineer-in-charge.
54Distempering with oil bound washable distemper ofapproved brand and manufacture to give an even shade[Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats) over and including water thinnable priming coat with cement primer
55Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
56Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on old work ( one or more coats ), to give an even shade as required complete as per direction of the Engineer in charge.
57Finishing walls with textured exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge.
58Removing White or colour wash by steel wire brushing, scrapping and sand papering and preparing the surface smooth including repairs to scratches etc. as required complete as per direction of the Engineer in charge.
59Supplying , fitting fixing and installation of 2 HP submierssible pump with motor of required capacity single phase including delivery bend fitting etc as per direction of the Engineer-in-Charge (Kirloskar make ) Model No:- KS4D2010CR
60Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
61Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- i) Using flats 30x6mm for diagonal braces and central cross piece.
62Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
63Providing and fitting fixing with PVC insulated 3 core flat copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-Charge. ii) 4.0 sqmm
64Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-Charge. i) 40 mmdia
65i) 100 mm dia
66Charges for reaming of pilot hole in any soil Strata by water jet or any suitable method and disposal of excess soil or mud including the cost for material as required to maintain the pilot hole properly and required staging as per specification (IS:2800) and direction of the Engineer-in-Charge. A. Upto 100 metre depth i) from 100 mm to 250 mm dia
67Providing and fitting fixing of Bottom Cap (UPVC) as per specification and direction of the Engineer-in-Charge. i) 100 mm
68Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by mini drilling rig as per specification and direction of the Engineer-in-Charge. A. with contractor"s mini rig I. UPVC "CM" casing pipes a) 100 mm dia
69b) 150 mm dia
70III) UPVC "RS" pipes a) 150 mm dia
71Providing and fixing of UPVC reducer suitable for UPVC "CM"casing or "CS" casing or "RS" pipes as per specification and direction of the Engineer-in-Charge i) 150 x 100 mm dia
72Providing and shrounding of the deep tube well assembly with washed pea gravels (2.0-4.75 mm effective size) as per specification (IS:4097) using deep drilling rig and direction of the Engineer-in-Charge. A. with contractor"s high power rig i) with pea gravels obtained from Durgapur, West Bengal
73Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer-in-Charge.
74Providing and fixing G.I. pipes medim class as per IS:1239 with latest amendment complete with G.I. fittings including trenching and refilling , cutting and making good the walls etc complete as per CPWD specification and direction of the Engineer-in- charge. A. External work i) 25 mm dia nominal bore
75ii) 40 mm dia nominal bore
76Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. i) 0.63mm thick with zinc coating not less than 275gm/m2
77Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. i)0.63mm thick with zinc coating not less than 275gm/m2
78Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
79Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
80Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns
81Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
82First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:5 ( 1 cement : 5 fine sand ).
8312 mm cement plaster of mix Cement mortar 1:5 (1 cement : 5 fine sand)
84Neat cement punning.
85Providingandfixingaluminiumworkfordoors,windows,ventilators, Providing and fixing aluminium work for doors, windows, ventilators and partitions 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 of 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, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :- A. For fixed portion of approved quality:- i) Anodisedaluminium(anodisedtransparentordyedto requiredshadeaccordingtoIS:1868,Minimumanodic coating of grade AC 15).
86B.For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately ):- i) Anodised aluminium (anodised transparent or diyed to required shade according to IS:1868, Minimum anodic coating of grade AC15)
87Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- i) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
88Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White solid plastic seat with lid
89Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
90Stainless Steel AISI-304(18/8) Orissa pattern W.C pan of size 585x480 mm with flush pipe and integratedf type of foot rests.
91Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
92Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
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