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Tender For Construction Of Block Public Helth Unit At Phc Dugadda, pauri-Uttarakhand

Rural Engineering Services-RES has published Tender For Construction Of Block Public Helth Unit At Phc Dugadda. Submission Date for this Tender is 22-12-2022. Building Work Tenders in pauri Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

35227683
Corrigendum : Tender For Construction Of Block Public Helth Unit At Phc Dugadda
Open Tender
Indian
Uttarakhand
pauri
22-12-2022

Tender Details

Construction Of Block Public Helth Unit At Phc Dugadda

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 17-Dec-2022 BOQ Corrigendiom Financial Bid 22-12-2022

Key Value

Document Fees
INR 3540 /-
EMD
INR 100000.0 /-
Tender Value
INR 50 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF BLOCK PUBLIC HEALTH UNIT AT PHC DUGADDA
Sl. No. Item Description
1Excavation in cutting in soil by manual means with lead upto 50 mt for road way in soil using manual means for carrying of cut earth to embanking site with a lift upto 1.5 m and lead upto 50 mas pertechnical specification Clouse 302.3 by the direction
2Earth work in excavation by mechanical means (HydraulicExcavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
3Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - -All work upto plinth level 1:5:10(1Cement:5finesand:10gradedstoneaggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
4Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
5Providing and laying in position specified grade of reinforced cement concrete Excluding the cost of Centering & Shuttering finishing & reinforcement : all work up to Plinth Level 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)
6Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
7Half brick masonry with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level inCement mortar 1:4 (1 cement : 4 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
8Providing and laying cement concrete in retaining walls, returnwalls (any thickness) including attached pilasters, columns, piers, abutmets, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks,anchor blocks, plain window sills, fillets etc upto floor five level, excluding the costof centring, shuttering and finishing 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
9Providing and laying in position specified grade of reinforced cement concrete Excluding the cost of Centering & Shuttering finishing & reinforcement : all work Above Plinth Level 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)
10Reinforcedcementconcreteworkinbeams,suspendedfloors, roofshavingslopeupto15 degree landings,balconies,shelves, chajjas,lintels,bands,plainwindowsills,staircasesandspiral stair cases upto floorfive level excludingthecostof centering, shuttering,finishingandreinforcementwith1:2:4(1cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
11Centring and shuttering including strutting,ropping etc. andremoval of form for Suspendedfloors,roofs,landings,balconiesandaccess platform. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
12Centring and shuttering including strutting,ropping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above give
13Centring and shuttering including strutting,ropping etc. andremoval of form for Foundation,Footing,base of Coloumn . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above give
14Centring and shuttering including strutting,ropping etc. andremoval of form for Coloumn . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above give
15Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
1612 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
1715 mm cement plaster on rough side of single or half brick wall ofmix.1:6 (1 cement : 6 fine sand)by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
18ProvidingandfixingIstqualityceramicglazedwalltilesconf IS : 15622 (thicknessto be specified by the manufacture ) of appr make in all colours, shades except burgundy, bottle green, black ofsizeas approvedbyEngineer-in-Charge inskirting, risersof ste dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 c sand)and jointingwith greycementslurry@3.3kg persqmi pointinginwhitecementmixedwithpigmentofmatchingsh complete.
19Providing and laying Ceramic glazed floor tiles 300x300 mm (thick tobespecifiedbythemanufacturer)of1stqualityconformin 15622 ofapprovedmake in colourssuch asWhite, Ivory,Grey,RedBrown,laidon20mmthickCementMortar1:4(1Ce Coarsesand)includingpointingthejointswithwhitecement matching pigment etc., complete.
20Filling available excavatedearth (excluding rock)in trenches,plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth,consolidatingeachdepositedlayerbyramming andwatering, leadup to 50 m and lift upto 1.5
21Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete Tile Size 600x600 mm
22Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
23Providingandfixingglassstripsinjointsofterrazo/cement concretefloors. 40 mm wide and 4 mm thick. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
24Honey-combbrickwork10/11.4cmthickwithbricksofclassdesignation 75 in cement mortar 1:4 (1 cement : 4 coarse sand). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
25Structuralsteelworkinsinglesectionfixedwithorwithout connectingplate including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.
26Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. flats, square or round bars etc. all complete Fixed to steel windows by welding. by the direction in Engineer - in - charge work to be execuated as per specification
27Providing and fixing ISI marked flush door shutters conforming toIS: 2202 (Part I) non-decorative type, core of block board construction with frameof 1st class hard wood and well matched commercial 3 ply veneering with verticalgrains or cross bands
28Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete. With 4.0 mm thick glass panes.
29Providing and fixing 35mm thick wire gauze shutters usinggalvanised M.S. wire gauze of average width of aperture 1.4mm with wire of dia.0.63 mm for doors, windows and clerestory windows including ISI markedstainless steel butt hinges with necessary screws Second class teak wood as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item
30windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm.With 12 mm mild steel U beading. as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item
31Providing and fixing ISI marked Alluminium.sliding door boltswith nuts and screws etc. 250 x 16 mm
32Providing and fixing ISI marked Alluminium tower bolt blackfinish, (Barrel type) with necessary screws etc.200 x 10 mm
33Providing and fixing ISI marked Alluminium handles conformingto IS:4992 with necessary screws etc. 125 mm
34Providing and fixing aluminium hanging floor door stopper ISImarked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper . as per
35Providingandfixinginpositioncollapsiblesteelshutterswithverticalchannels 20x10x2mm and braced with flat iron diagonals 20x5mm sizewithtopandbottomrailofT-iron40x40x6mmwith40mmdia,steelpulleyscompletewithbolts,nuts,lockingarrangement,stoppers,handles, including applying a priming coat of approved steel primer.
36Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer
37Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
38PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture. as per direction ofEngineer
39PaintingSteel workwithDeluxeMultiSurface Paintto givean even shade. Two or morecoatapplied @0.90 ltr/10sqmover an under coatof primerapplied@0.80ltr/10sqmofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
40Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
41Grading roof for water proofing treatment with Cementconcrete1:2:4(1cement:2coarsesand:4graded stone aggregate 20 mm nominal size)
42Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’ specifications including appropriate priming coat,preparation of surface, etc. complete.On concrete work
43Marble stone flooring with 18mm thick marble stone (sample of marble shall be Udaipur green marble
44Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters ,window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels. (a) Granite of any colour and shade (i) Area of slab over 0.50 sqm.
45Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504
46Demolishing stone rubble masonry manually/by machanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per directionof Engineer-in-charge In cement mortar
47Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of G.S. Sheet
48Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area 3 sq. metres and below
49Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm
50Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm
51Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 110 mm
52Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 75 mm
53Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item Coupler110 mm
54Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given Shoe (Plain) 110 mm Shoe
55Providing and fixing unplasticised -PVC pipe clips of approved each design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. 110 mm. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
56Providing and fixing to the inlet mouth of rain water pipe each cast iron grating 15 cm diameter and weighing not less than 440 grams. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
57Providing and fixing ball valve (brass) of approved qualitycomplete. High or low pressure with plastic floats. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given 20 mm nominal bore
58Providing and fixing watercloset squatting pan(Indian type W.C.pan )with 100mm sand castIronP or S trap, 10 litre lowlevelwhite P.V.C.flushingcisternwithmanuallycontrolleddevice(handlelever)conforming to IS : 7231,with all fittings and fixtures completeincludingcutting and making good the walls and floors wherever required :WhiteVitreouschinaOrissapatternW.C.panofsize580x440mm with integral type foot rests as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
59WhiteVitreousChinaFlatbackwashbasinsize550x400mm with single 15 mm C.P. brass pillar tap. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
60Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. Size 600x450x200mm
61Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -Iinternal work 15 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
62Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (external work) 15 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
63Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore.
64Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
65Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore.
66Providing and fixing square-mouth S.W. gully trap grade "A""completewithC.I.gratingbrickmasonrychamberwithwatertight C.I.coverwith frame of 300 x300 mm size (inside) the weight of cover to benotlessthan4.50kgandframetobenotlessthan2.70kg asperstandard design : 100x100 mm size P type With F.P.S. Bricks class designation 75as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
67Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey With F.P.S. bricks
68Providing 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 tankas per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
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