Construction Of Non Residence Building Office At Thana Dharasu District Uttarkashi.
Tender Value
2.32 Crore
Estimated cost
Bid Submission
06 Aug 2021
0 days left
EMD
4.78 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dharasu → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Non Residence Building Office At Thana Dharasu District Uttarkashi.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material asper direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction |
| 2 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 3 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction |
| 4 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 5 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 6 | Earth 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 kind of soil. |
| 7 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5out the excavated soil and disposal of surplus excavated soil as dir of 50 m. All kinds of soil. |
| 8 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - -All work upto plinth level. 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
| 9 | Filling available excavatedearth (excluding rock)in trenches, plin sidesoffoundationsetc.inlayersnotexceeding20cminde consolidatingeachdepositedlayerbyramming andwatering, up to 50 m and lift upto 1.5 m. |
| 10 | SupplyingandfillinginplinthwithJamunasandunderfloorsincluding, watering, ramming consolidating and dressing complete. |
| 11 | Treatment of soil under existing floors using chemical emulsion @one litre per hole, 300 mm apart including drilling 12 mm diameter holes andplugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match theexisting floor with Chlorpyriphos/ Lindane E.C. 20% with 1%. |
| 12 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in Cement mortar 1:4 ( 1 cement : 4 coarse sand ) |
| 13 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 14 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Half brick masonry with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in cement mortar 1:4 (1cement : 4 coarse sand) |
| 16 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced 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 in1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 20 | Centring and shuttering including strutting,ropping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 21 | Centring and shuttering including strutting,ropping etc. andremoval of form for Centring and Shuttering for Suspendedfloors,roofs,landings, balconies and access platform. |
| 22 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 23 | Extra for additional height in centring, shuttering where everrequired with adequate bracing, propping etc. including cost of de-shuttering anddecentring at all levels,over a height of 3.5 m, for every additionalheight of 1 metre or part thereof (Plan area to be measured) for Suspended floors, roofs, landing, beams and balconies. |
| 24 | Providing and fixing pressed steel door frames confirming to IS: 43 from commercial mild steel sheet of 1.25 mm thickness including h jamb, bead and if required angle threshold of mild steel angle of se or base ties of 1.25mm pressed mild steel welded or rigidly fixed t mechanical means, adjustable lugs with split end tail to each jambbutt hinges 2.5mm thick with mortar guards, lock strike-plate andas specified and applying a coat of approved steel primer after pre surface as directed by Engineer-in-charge. Profile B |
| 25 | Same as above item but for profile C |
| 26 | Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required. Ingratings,frames,guardbar,ladder,railings,brackets,gates and similar works. |
| 27 | ProvidingandfixingM.S.Tubularframesfordoors,windows,ventilatorsandcupboardwithL-Typesectionmadeof1.60m M.S.Sheet,jointsmitredandweldedandgrindedfinishprofi requiredsizewith15x3mmlugs10cmlongembeddedince concreteblocks15x10x10cmof1:3:6(1cement:3coarse graded stone aggregate 20mm nominal size) or with wooden plugsscrewsorrawlplugs andscrewsorwith fixing clipsorwith b nuts asrequired including fixingofnecessarybutthinges and and applying a priming coat of approved steel primers. |
| 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 29 | 12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) |
| 30 | 6 mm cement plaster of mix in 1:3 (1 cement : 3 fine sand) |
| 31 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neat cement. Of 12mm th. cement plaster. |
| 32 | Providingandlayingintegral cement based waterproofing treat includingpreparationofsurfaceasrequiredfortreatmentof balconies,terracesetc consisting of following operations: a) Appl aslurrycoatof neat cementusing2.75kg/sqm. ofcement ad with water proofing compoundconformingto IS. 2645 andappro byEngineer-in-chargeovertheRCCslabincludingadjoining upto 300mm heightincludingcleaning the surfacebefore treatm b) Laying brick bats with mortar using broken bricks/brick bats 25to 115mm sizewith50% of cementmortar 1:5(1cement: 5 sand) admixed with water proofing compound conforming to IS : 2 andapprovedbyEngineer-in-chargeover20mmthicklayer cementmortarofmix1:5(1cement:5 coarsesand)admi waterproofingcompoundconformingtoIS:2645 andappro Engineer-in-chargetorequiredslopeandtreatingsimilarlyth walls and slabs c) Aftertwo daysof proper curing applying asec coatofcementslurryusing2.75kg/sqmofcementadmixed waterproofingcompoundconformingtoIS:2645 andappro Engineer-in-charge.d)Finishingthesurfacewith20mmthic jointlesscementmortarofmix1:4(1cement:4coarsesan admixed with waterproofing compoundconformingto IS:264 approvedbyEngineer-in-chargeincludinglayingglassfibrecl approved quality in top layer of plaster and finally finishing the surf withtrowelwithneatcementslurryandmakingpatternof mmsquare3mmdeep.e)Thewholeterracesofinishedsha flooded with water for a minimum period oftwo weeks forcuringfor final test. All above operations to be done in order and as direct and specified by the Engineer-in-Charge : With averagethicknessat khurra as 65 mm |
| 33 | Providingandapplyingplasterofparisputtyof2mmthickn plastered surface to prepare the surface even and smooth complet |
| 34 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s 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) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 60x60 cm |
| 35 | Marble stone flooring with 18mm thick marble stone (sample of ma approved by Engineer-in-charge) over 20 mm (average) thick base1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement s rubbing and polishing complete with Udaipur green marble |
| 36 | Extra for marble stone flooring in treads of steps and risers using singlelength up to 2.00 metre . |
| 37 | ProvidingandfixingIstqualityceramicglazedwalltilesconf 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 [email protected] persqmi pointinginwhitecementmixedwithpigmentofmatchingsh complete. |
| 38 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness tobespecifiedbythemanufacturer)of1stqualityconformingtoIS:15622 ofapprovedmake in colourssuch asWhite, Ivory,Grey, FumeRedBrown,laidon20mmthickCementMortar1:4(1Cement:4Coarsesand)includingpointingthejointswithwhitecementandmatching pigment etc., complete. |
| 39 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixtu of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) Red sand stone - exposed face fine dressed with rough backing. 30 mm thick. |
| 40 | Providing and fixing ISI marked flush door shutters conforming to I non-decorative type, core of block board construction with frame o wood and well matched commercial 3 ply veneering with vertical g bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 41 | Providing and fixing 1mm thick M.S. sheet door with frame of40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approved steelprimer. Using flats30x6mm for diagonal braces and centralcrosspiece. |
| 42 | Providing and fixing aluminium sliding door bolts ISI marked anodi coating not less than grade AC 10 as per IS : 1868) transparent orcolour or shade with nuts and screws etc. complete. 300x16 mm |
| 43 | Providing and fixing aluminium handles ISI marked anodised (anod less than grade AC 10 as per IS : 1868) transparent or dyed to req shade with necessary screws etc. complete : 125 mm |
| 44 | Providing and fixing aluminium tower bolts ISI marked anodised (a not less than grade AC 10 as per IS : 1868 ) transparent or dyed t or shade with necessary screws etc. complete. 250x10 mm |
| 45 | 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. Single rubber stopper |
| 46 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ringconforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. 100 mm diameter |
| 47 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ringconforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. 75 mm diameter |
| 48 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 49 | Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 50 | PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/[email protected]/10sqm ofapproved brand or manufacture |
| 51 | PaintingSteel workwithDeluxeMultiSurface Paintto givean even shade. Two or morecoatapplied @0.90 ltr/10sqmover an under coatof [email protected]/10sqmofapproved brand or manufacture |
| 52 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete. With 4.0 mm thick glass panes. |
| 53 | windows using galvanised M.S. wire gauge with average width of a in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading. |
| 54 | Providing and fixing curtain rods of 1.25 mm thick chromium plate with two chromium plated brass brackets fixed with C.P. brass scre plugs, etc..wherever necessary complete :20 mm dia |
| 55 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 56 | Providingandfixingwhitevitreouschinapedestaltypewater closet(EuropeantypeW.C.pan)withseatandlid,10litrelow levelwhiteP.V.C.flushingcisternwithmanuallycontrolleddevice(handle lever), conforming to IS : 7231,with all fittings and fixtures completeincludingcutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 57 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 58 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 59 | Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983. Kitchen sink with out drain board. 610x460 mm bowl depth 200 mm. |
| 60 | Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. internal work - Exposed onwall 15 mm dia. nominal bore |
| 61 | Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 62 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc, not exceeding 80 mm dia. metre. |
| 63 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore |
| 64 | Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (external work) 20 mm dia. nominal bore |
| 65 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter. |
| 66 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. 15 mm nominal bore |
| 67 | Providing and fixing C.P. brass angle valve for basin mixer and gey approved quality conforming to IS:8931.15 mm nominal bore |
| 68 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse Inside size 60x45x50 cm. inside including C.I. cover withframe (light duty) 455x610 mm internal dimensions total weight of cover and frameto be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): With F.P.S. bricks with class designation 75 |
| 69 | Providing and placing on terrace (at all floor levels) polyethylene water tank ISI : 12701 marked with cover and suitable locking arrangement in tank. and necessary holes for inlet, outlet and overflow pipes but without fitti base support for tank. |
| 70 | Providing and fixing PTMT soap Dish Holder having length of 138m 102mm, height of 75mm with concealed fitting arrangements weig than 106 gms. |
| 71 | Providing and fixing 600x450 mm bevelled edge mirror of superiorquality) complete with 6 mm thick hard board ground fixed to woo C.P. brass screws and washers complete. |
| 72 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden. 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. |
| 73 | Providing and fixing PTMT grating of approved quality and colour.Circular type.100 mm nominal dia. |
| 74 | Providing and fixing ball valve (brass) of approved quality complete. High or low pressure with plastic floats. 15 mm nominal bore |
| 75 | Providing and fixing uplasticised PVC connection pipe with brass unions. 45 cm length. 15 mm nominal bore. |
| 76 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40gms. |
| 77 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey with F.P.S. bricks. |
| 78 | Constructing soak pit 1.20x1.20x1.20m filled with brickbats includi pipe 100 mm diameter and 1.20 m long complete as per standard. |
| 79 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc |
| 80 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Bloc Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 |
| 81 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucketcapacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections,and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
AI Tender Summary
Tender Timeline
Jul 20, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 09, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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