Department Of Education-DOE has published Tender For Infrastructure Development Of Govt. Engineering College, Toru. Submission Date for this Tender is 05-01-2024. Infrastructure Work Tenders in Papum Pare Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Boundary Wall |
| 2 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth. sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 3 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plint |
| 4 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 5 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) 1 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size). |
| 6 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 7 | Reinforcement of RCC work including bending, binding and placing in position complete.a) TMT bars |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form work for: a) Foundation, footings, bases of columns etc. and mass concrete. |
| 9 | e) Column, pillars, posts and struts etc. |
| 10 | d) Lintels, beams, girders, bressumers and cantilevers etc.Beam |
| 11 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 12 | 12 mm thick cement plaster 1:3( 1 cement : 3 fine sand) |
| 13 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 14 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade |
| 15 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. In Flats up to 10 mm in thickness |
| 16 | GI Barbed Wire |
| 17 | Carriage of Materials |
| 18 | Internal Road |
| 19 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth,lead upto 50 m) |
| 20 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.and rerolling the sub grade. |
| 21 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 22 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 23 | Carriage of Material |
| 24 | Type-II Quarter (2nd Floor) |
| 25 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 26 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1: 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smoothand even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 27 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface but excluding cost of centring and shuttering andreinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 28 | Centring and shuttering including strutting, propping etc and removal of form work for a)Column, pillars, posts and struts etc. |
| 29 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel |
| 30 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 31 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 32 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 33 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
| 34 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.a) Best local approved quality wood |
| 35 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) :1.1) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,Minimum anodic coating of grade SC 15) |
| 36 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixingto frame with 10 mm dia bolts, nuts and wooden plugs and embedding incement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hardstone chips 40 mm nominal size). |
| 37 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts andnuts or by screws. b) Ornamental grill. |
| 38 | Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched commercial ply veneering with vertical grains or cross bands and face veneers on both faces of shutter a) 40 mm thick including anodised aluminium butt hinges with necessary screws. |
| 39 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. a) 250 x 10 mm |
| 40 | b) 150 x 10 mm |
| 41 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm |
| 42 | b) 100 mm |
| 43 | Providing and fixing MS safety hasp and staple with necessary screws etc complete. a) 150 mm |
| 44 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 45 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 46 | Providing 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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete a) Size of Tile 600x600 mm |
| 47 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 48 | Providing and fixing Dyna roofing with all necessary fitting |
| 49 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. a) 0.80 mm thick GI sheet |
| 50 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately). |
| 51 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 52 | Finishing walls with water proofing cement paint of approved brand and manufacturerequired shade on new work (three or more coats) to give an even shade. |
| 53 | Prividing two coats of acylic water based wall putty/wall filler of asian paint/berger/ dulux over concrete/ cement plaster/bricks walls and ceilings both internal and external after removing all he loosely adhering materials frim the wall/ ceiling/ ceiling surface with the help of emery stone, putty blade or wire brush, moistening the wall with the help of sufficient quality of clear as specified and directed by the department. |
| 54 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 55 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 56 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 57 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 58 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 59 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 60 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
| 61 | Providing and fixing GI pipes complete with GI fittings including trenching andrefilling etc (external work). b) 20 mm nominal bore |
| 62 | Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore |
| 63 | Providing and fixing brass stop cock of approved quality a) 15 mm nominal bore |
| 64 | b) 20 mm nominal bore |
| 65 | Providing and fixing PVC connection pipe with brass union B) 45 cm length a) 15 mm nominal bore |
| 66 | Painting GI pipes and fitting with two coats of anti corrosive bitumastic paint of approved qualtiy. a) 15 mm dia pipe |
| 67 | b) 20 mm dia pipe |
| 68 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 69 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan)size 580mm with 100mm and sand cast iron P or S trap,12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fitting sand clamps 20mm GIover flowpipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings,cutting and making good the walls and floors where required. a) Long Pan patten WC Pan |
| 70 | Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) White glazed fire clay sink size 600x450x150 mm |
| 71 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 72 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia |
| 73 | Carriage of Material |
| 74 | Development of Playground |
| 75 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 76 | Filling 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. |
| 77 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete |
| 78 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
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