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Tender For Construction Of Science Laboratory, Art Craft Room And Library At Govt. Higher Secondary School Neel Nagera., kapkot-Uttarakhand

Rural Engineering Services-RES has published Tender For Construction Of Science Laboratory, Art Craft Room And Library At Govt. Higher Secondary School Neel Nagera.. Submission Date for this Tender is 03-08-2023. Building Work Tenders in kapkot Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

38763251
Tender For Construction Of Science Laboratory, Art Craft Room And Library At Govt. Higher Secondary School Neel Nagera.
Open Tender
Indian
Uttarakhand
kapkot
03-08-2023

Tender Details

Construction Of Science Laboratory, Art Craft Room And Library At Govt. Higher Secondary School Neel Nagera.

Key Value

Document Fees
INR 4720 /-
EMD
INR 105000.0 /-
Tender Value
INR 47.10 Lakhs /-

BOQ Items

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Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic Excavator / manual means )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.
2Providing and laying in position cement concrete of specified gradecost of centring and shuttering - -All work upto plinth level 1:4:8(1cement:4coarsesand:8gradedstoneaggregate 40 mm nominal size)
3Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) Substructure
4Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sandaggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
5Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
6Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)Superstructure
7Centring and shuttering including strutting,ropping etc. and removal of form for
8Foundations, footings, bases of columns, etc. for mass concrete.
9Columns, Pillars, Piers, Abutments, Posts and Struts
10Lintels, beams, plinth beams, girders, bressumers and cantilevers.
11Suspendedfloors,roofs,landings,balconiesandaccess platform.
12ReinforcementforR.C.C.workincludingstraightening,cutting,bending, placing in position and binding all complete.Mild steel and Medium Tensile steel bars.
13Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
14Providing&laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting ofapplying:(a) after surface prepration, first layer of slurry of cement@ o.488kg/sqm mixed with waterproofing compound &.0.253kg/sqm (b) laying second layer of fiber glass cloth when the first layer is still green. overlaps of joints of fiber glass cloth should not be less than 10 cm.(c)third layer of 1.5mm thickness consisting of slurru of cement@1.289kg/sqm mixed with waterproofing compound@0.67Kg/sqm and course sand@1.289kg/sqm thish will be allowed to air cure for 4 huors followed by wter curring for 48 hours. the entire treatment will be taken up to 30cm on parapit wall and tucked into groove in parapit all around(d) fourth &final layer of brick tiling with cement morter (which will be paid seprately .for purposeof measurement the entire treated surface will be measured.
15Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a float cement. 12 mm cement plaster
16Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
17Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
18Half brick masonry with F.P.S. bricks of class designation 75 in superstructureplinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)
1912 mm cement plaster of mix1:6 (1 cement : 6 fine sand)
20Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
21Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 grad finished with a floating coat of neat cement including cement slurry40mm thick with 20mm nominal size stone aggregate.
22Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick
2325 mm thickKota stone slab flooring over 20 mm (average) thick base laid over and jointed of the slab, including rubbing and polishing complete with base of cementwith grey cement slurry mixed with pigment to match the shade mortar 1 : 4 (1 cement : 4 coarse sand) :
24Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
25Providing and laying vitrified floor tiles,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurryincluding grouting the joints with white cement and matching pigments etc., completes Size of Tile 600x600 mm
26Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, inkirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & atching pigmentsetc. complete.
27Providing 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 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
28Providing and fixing panelled or panelled and gl glazed shutters for doors, windows and clerestory windows i/c ISI marked black emamelled M.S. butt hinges with necessary screws excluding panelling which will be paid separately.30mm th. shutter Kiln seasoned and chemically treated hollock wood
29S/F of glass paneswith putty & nails whereever necessary Float glass panes of thickness 4mmFloat glass panes of thickness 4mm
30Providing and fixing aluminium handles ISI marked anodised (anod less than grade AC 10 as per IS : 1868) transparent or dyed to req less than grade AC 10 as per IS : 1868) transparent or dyed to req shade with necessary screws etc. complete :125 mm
31Providing 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. complete250x16 mm
32Providing 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. 200X10 mm
33Providing and fixing aluminium hanging floor door stopper ISI mar (anodic coating not less than grade AC 10 as per IS : 1868) transp required colour and shade with necessary screws etc. complete.Single rubber stopper
34Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :
35125x65x2.12 mm
36100x58x1.90 mm
37Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 100x10 mm
38Providingdrip course/ groove in plastered surface or moulding to R.C.C. projections.
39Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all completWith 2nd class teak wood beading 62X19 mm
40Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (i) Single socketed pipes 110 mm diameter
41Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
42Providing 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.
43Distempering 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
44Finishing walls with Acrylic Smooth exterior paint of required shadeNew 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).
45PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture
46Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeTwo or more coats on new work
47Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing. 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
48Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile BFixing with adjustable lugs with split end tail to each jamb
49Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer
50Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Hot finished welded type tubes
51Providing and fixing white vitreous china laboratory sink with C.I. brackets,C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 600x450x200 mm
52Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 15 mm dia nominal bore
53Providing and fixing G.I. pipes complete with G.I. fittings and clam cutting and making good the walls etc. Iinternal work - Exposed on 15 mm dia. nominal bore
54Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
55Providing and placing on terrace (at all floor litre 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 tank
56Excavation 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
57Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
58Random 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.(As per PWD Uttarakhand specifications) Banded wall
59Random Rubble Masonary laid dry in breast wall, retaining wall, parapets,scupper etc. Including supply of all materials, labour,t & p& royality etc, required for proper complition of work.(As per PWD Uttarakhand specifications)
60H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete..
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