}

Tender For Construction Of Block Public Helth Unit At Phc Rikhinikhal., Pauri Garhwal-Uttarakhand

Rural Engineering Services-RES has published Tender For Construction Of Block Public Helth Unit At Phc Rikhinikhal.. Submission Date for this Tender is 12-01-2023. Building Work Tenders in Pauri Garhwal Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

35539712
Tender For Construction Of Block Public Helth Unit At Phc Rikhinikhal.
Open Tender
Indian
Uttarakhand
Pauri Garhwal
12-01-2023

Tender Details

Construction Of Block Public Helth Unit At Phc Rikhinikhal.

Key Value

Document Fees
INR 3540 /-
EMD
INR 100000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Block Public Health Unit at PHC Rikhinikhal
Sl. No. Item Description
1Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
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 reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
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
9Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
10Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 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 given item
13Centring and shuttering including strutting,ropping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
14Centring and shuttering including strutting,ropping etc. andremoval of form for Columns, Pillars, Piers, Abutments, Posts and Struts. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
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 m. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
22Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nomina lsize 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
25Structural 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.
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 a rate of above given item
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 and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges withnecessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
28Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm
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 aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete (250x16mm)
32Providing and fixing aluminium tower bolts 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 (250x10 mm)
33Providing 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 (125 m)
34Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour and shade with necessary screws etc. complete.
35Providingandfixinginpositioncollapsiblesteelshutterswith verticalchannels 20x10x2mm and braced with flat iron diagonals 20x5mmsizewithtopandbottomrailofT-iron40x40x6mmwith40mm dia,steelpulleyscompletewithbolts,nuts,lockingarrangement, stoppers,handles, including applying a priming coat of approved steelprimer. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
36Distemperingwithoil bond dostemper ofapprovedbrandand manufacture(twoormorecoats)andofrequiredshadeonnewwork, overandincluding priming coat of whiting to give an even shade. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
37Finishing walls with textured exterior paint of required shade Newwork(Twoormorecoatsapplied@3.28ltr/10sqm) over and including basecoatofwater proofing cement paint applied @ 2.20kg/10 sqm.
38PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
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
46Excavation in foundation for retaining and breast walls
47Random rubble stone masonary laid in 1:6 in retaining and breast wall
48Providing 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 as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (75 mm diameter )
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 as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (110 mm diameter )
50Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 87.5° 110 mm
51Providing 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
52Providing 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
53Providing 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
54Providing 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
55Providing 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
56Providing 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
57WhiteVitreousChinaFlatbackwashbasinsize550x400mm 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
58Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. Size 600x450x200mm
59Concealed 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
60Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (external work) 20 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
61Providing 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.
62Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
63Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore.
64Providing 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
65Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey With F.P.S. bricks
66Providing 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
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