Tender For Construction Of Physics Lab Chemistry Lab And Biology Lab At Gic Jhandichaur, Pauri Garhwal-Uttarakhand

Construction Of Physics Lab Chemistry Lab And Biology Lab At Gic Jhandichaur--- 1 Earth 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 2 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level C.C 1:4:8 3 Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) 4 Brick 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 5 Providing 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) 6 Brick 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 7 Providing 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 8 Reinforcedcementconcreteworkinbeams,suspendedfloors, roofshavingslopeupto15 degree landings,balconies,shelves, chajjas,lintels,bands,plainwindowsills,staircasesandspiral stair cases upto floorfive level excludingthecostof centering, shuttering,finishingandreinforcementwith1:1.5:3(1cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 9 Reinforced cement concrete work in walls (any thickness), including attached pilaste shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) 10 Centring 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 11 Centring 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 12 Centring 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 13 Centring 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 14 Reinforcement 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 15 12 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 16 15 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 17 Filling available excavatedearth (excluding rock)in trenches,plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth,consolidatingeachdepositedlayerbyramming andwatering, leadup to 50 m and lift upto 1.5 18 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate. 19 Kota stone slab flooring over 20 mm (average) thick base laid over and jointedwith grey cement slurry mixed with pigment tomatch the shade oftheslabincludingrubbingandpolishingcompletewithbaseof cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 20 Providingandfixingglassstripsinjointsofterrazo/cementconcrete floors. 40 mm wide and 4 mm thick. 21 ProvidingandfixingM.S.Tubularframesfordoors,windows, ventilatorsand nuts asrequired including fixingofnecessarybutthinges andscrews and applyin Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 22 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets,gates and similar works. 23 Providing 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 24 Renewing glass panes, with putty and nails wherever necessary 4.0 mm thick 25 Providing 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 26 windows 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 abov 27 Providing and fixing ISI marked lluminium.sliding door boltswith nuts and screws etc. 250 x 16 mm 28 Providing and fixing ISI marked Alluminium tower bolt blackfinish, (Barrel type) with necessary screws etc.200 x 10 mm 29 150X10 MM 30 Providing and fixing ISI marked Alluminium handles conformingto IS:4992 with necessary screws etc. 125 mm 31 Providing 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 32 Finishing 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. 33 PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture. as per direction ofEngineer 34 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New Wok 35 Grading roof for water proofing treatment with Cementconcrete1:2:4(1cement:2coarsesand:4graded stone aggregate 20 mm nominal size) 36 Providing 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. 37 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. Size 600x450x200 mm 38 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Externall work - Exposed on wall 15 mm dia 39 Providing 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 40 Providing 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 41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type Aincluding jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm 42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion. Bend 87.5°110 mm dia 43 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion.Coupler 110 mm 44 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansionShooe 110 mm 45 Providingandfixingtotheinletmouthofrainwaterpipecastirongrating 15 cm diameter and weighing not less than 440 grams. 46 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticis sand) and making good the wall etc. complete. 110 mm 47 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm dia 48 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore. 49 Providing and fixing square-mouth S.W. gully trap grade AcompletewithC.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 50 Finishing 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 51 ProvidingandfixingIstqualityceramicglazedwalltilesconformingtoIS : 15622 (thicknessto be specified by the manufacture ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysizeas approvedbyEngineer-in-Charge inskirting, risersof stepsanddados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarsesand)and jointingwith greycementslurry@3.3kg persqmincludingpointinginwhitecementmixedwithpigmentofmatchingshadecomplete. 52 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

INR 4720 /-

INR 174300.0 /-

INR 58.10 Lakhs /-

Name of Work: CONSTRUCTION OF PHYSICS LAB,CHEMISTERY LAB,BIOLOGY LAB AT G.I.C JHANDICHAUR

Sl. No.	Item Description
1	Earth 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
2	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level C.C 1:4:8
3	Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
4	Brick 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
5	Providing 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)
6	Brick 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
7	Providing 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
8	Reinforcedcementconcreteworkinbeams,suspendedfloors, roofshavingslopeupto15 degree landings,balconies,shelves, chajjas,lintels,bands,plainwindowsills,staircasesandspiral stair cases upto floorfive level excludingthecostof centering, shuttering,finishingandreinforcementwith1:1.5:3(1cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
9	Reinforced cement concrete work in walls (any thickness), including attached pilaste shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)
10	Centring 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
11	Centring 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
12	Centring 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
13	Centring 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
14	Reinforcement 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
15	12 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
16	15 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
17	Filling available excavatedearth (excluding rock)in trenches,plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth,consolidatingeachdepositedlayerbyramming andwatering, leadup to 50 m and lift upto 1.5
18	Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.
19	Kota stone slab flooring over 20 mm (average) thick base laid over and jointedwith grey cement slurry mixed with pigment tomatch the shade oftheslabincludingrubbingandpolishingcompletewithbaseof cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
20	Providingandfixingglassstripsinjointsofterrazo/cementconcrete floors. 40 mm wide and 4 mm thick.
21	ProvidingandfixingM.S.Tubularframesfordoors,windows, ventilatorsand nuts asrequired including fixingofnecessarybutthinges andscrews and applyin Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
22	Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets,gates and similar works.
23	Providing 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
24	Renewing glass panes, with putty and nails wherever necessary 4.0 mm thick
25	Providing 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
26	windows 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 abov
27	Providing and fixing ISI marked lluminium.sliding door boltswith nuts and screws etc. 250 x 16 mm
28	Providing and fixing ISI marked Alluminium tower bolt blackfinish, (Barrel type) with necessary screws etc.200 x 10 mm
29	150X10 MM
30	Providing and fixing ISI marked Alluminium handles conformingto IS:4992 with necessary screws etc. 125 mm
31	Providing 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
32	Finishing 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.
33	PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture. as per direction ofEngineer
34	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New Wok
35	Grading roof for water proofing treatment with Cementconcrete1:2:4(1cement:2coarsesand:4graded stone aggregate 20 mm nominal size)
36	Providing 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.
37	Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. Size 600x450x200 mm
38	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Externall work - Exposed on wall 15 mm dia
39	Providing 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
40	Providing 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
41	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type Aincluding jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm
42	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion. Bend 87.5°110 mm dia
43	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion.Coupler 110 mm
44	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansionShooe 110 mm
45	Providingandfixingtotheinletmouthofrainwaterpipecastirongrating 15 cm diameter and weighing not less than 440 grams.
46	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticis sand) and making good the wall etc. complete. 110 mm
47	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm dia
48	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore.
49	Providing 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
50	Finishing 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
51	ProvidingandfixingIstqualityceramicglazedwalltilesconformingtoIS : 15622 (thicknessto be specified by the manufacture ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysizeas approvedbyEngineer-in-Charge inskirting, risersof stepsanddados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarsesand)and jointingwith greycementslurry@3.3kg persqmincludingpointinginwhitecementmixedwithpigmentofmatchingshadecomplete.
52	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.