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Tender For Civil Works -Shri Neem Karoli Maharaj Maa Gayatri Trast Mas, almora-Uttarakhand

Panchayat Raj Department has published Tender For Civil Works -Shri Neem Karoli Maharaj Maa Gayatri Trast Mas. Submission Date for this Tender is 04-07-2025. Earth Work Tenders in almora Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

49794998
Tender For Civil Works -Shri Neem Karoli Maharaj Maa Gayatri Trast Mas
Tender
Indian
Uttarakhand
Almora
04-07-2025

Tender Documents

Tender Details

Tender For Civil Works -Shri Neem Karoli Maharaj Maa Gayatri Trast Ma 1 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. 2 Providing and laying in position cement concrete 1:4:8 (1cement :4fine sand:08graded stone aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level 3 Providing and laying in position specified gradeof reinforced cement concrete, excluding the cost of centering,shuttering, finishing andreinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone 4 Reinforced cement concrete 1:1.5:3 work in beams,suspended floors,roofs etc. 5 Centering and shuttering for suspended floors, roofs etc including removal of form.Foundations, footings, bases of columns, etc. for mass concrete 6 Lintels, beams, plinth beams, girders,bressumers andcantilevers 7 Columns, Pillars, Piers, Abutments, Posts andStruts.. 8 Reinforcement for R.C.C. work includingstraightening, cutting, bending,placing inposition.using mild steel and medium / tensile steel bar. Thermo-Mechanically Treated bars of grade Fe-500D or more. 9 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth Cement mortar 1:6 (1 cement : 6 coarse sand) 10 Honey-comb brick work 10 / 11.4 cm thick with common burnt claybricks of class designation 7.5 in super structure above plinth levelupto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). 11 Providing and fixing 25 mm thick shutters for cup 0 board etc. : Second class teak wood including 151 markedanodized aluminium butt hinges with necessary screws 12 Providing and fixing 1SI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneerson both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges 13 Structural steel work in single section fixed withor without connecting plate including cutting,IP hoisting, fixing in position and applying a priming• coat of approved steel primer all complete. 14 Cement concrete flooring 1:2:4 (1 cement : 2coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 15 12 mm thick cement sand plaster in 1:6 cis mortar 16 12 mm cement plaster finished with a floatingcoat of neat cement ofmix : 1:4 (1 cement: 4 fine sand) 17 Neat cement punning 18 Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade :New work (two or more coats) over andincluding waternnable priming coat with cement primer 19 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 Itr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) 20 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 21 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 kr/10 sqm over an under coat of primer applied @ 0.80 kr/10 sqm of approved brand and manufacture 22 Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support 23 Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc. 15 mm dia nominal bore 24 Providing and fixing G.I. Union in existing G.I. pipe line, cutting andthreading the pipe and making long screws, including excavation,refilling the earth or cutting of wall and making good the same completewherever required 15 mm nominal bore 25 Providing and fixing C.P. brass bib cock of approved quality conformingto IS:8931 : 15 mm nominal bore 26 Providing and fixing C.P. brass stop cock (concealed) of standarddesign and of approved make conforming to -8931. 15 mm nominal bore 27 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works. 28 Providing corrugated G.S. sheet roofing Including vertical/curved surface fixed 1.00mm thick with zinc coating not less than 275gm/m 29 Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 30 Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. 31 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 32 Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 33 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 34 Lintels, beams, plinth beams, girders, bressumers and cantilevers 35 Columns, Pillars, Piers, Abutments, Posts and Struts 36 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars 37 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 38 Providing and fixing 25 mm thick shutters for cup board etc. Second class teak wood including marked anodized aluminium butt hinges with necessary screws 39 Providing and fixing 30 mm thick ISI marked flush door shutters conforming to IS : 2202 (Part 1) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 40 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 41 Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggrega 1:2:4finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 42 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) 43 Neat cement punning 44 Distempering with 1st quality acrylic distemperof approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) 45 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :painting wood work with Deluxe Multi Surface paint 46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 47 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 48 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed 1.00 mm thick with zinc coating not less than 275 gm/m²with polymer coated J or L hooks, bolts and nuts with bitumen and G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete 49 Excavation in soil in Hilly Area by mechanical means Without useinng Dozerincluding cutting and trimming of side slopes and disposing of excavated earth witha lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 50 Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. 51 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocksincluding all lead, lift and disposal of surplus material as per direction of engineer -in - charge, as per drawing and technical specifications Clause 305.1 52 concrete with cement coarse sand and 40mm gauge stone ballast in proportion 1:4:8 in foundation and floor including supply of all material. 53 Random Rubble Stone Masonry laid DRY, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc. complete as per drawing and technical specifications 54 Providing concrete for plain/ reinforced concrete in open foundations completenominal mix 1:2:4( hand mixing) 55 Providing and fixing G.I. chain link fabric fencing of required width in meshsize 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts Made of G.I. wire of dia. 4 mm, PVC coated to achieve outerdia not less than 5 mm in required colour and shadeand washers as required complete as per the direction of Engineer-incharge 56 Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.

Key Value

Document Fees
INR 4720 /-
EMD
INR 123640.0 /-
Tender Value
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