Municipal Corporation-MC has published Tender For Construction Of Bore Well At Depak Nabum Home Itanagar. 2. Const. Of Old Age Destitute Home At Deepak Nabum Rehabilitation Centre, Division Iv, Itanagar, 3. Const. Of Sewerage Water Line Near Maya Motors To Veterinary Colony Under ,Ward No. Submission Date for this Tender is 13-01-2023. Sewerage Construction Tenders in itanagar Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Ground water exploration (Drilling by DTH-200 Rig mechine with ODEX option bore-well size 5" (127 mm) and complete assembling with ERW casing pipe of size 128 mm ID and 142 OD and other required lubricants, accessories in the depth of approximately 100 mtr. |
| 2 | Provision for Jacket filter and other accessories |
| 3 | (a) Jacket filter 80 mm dia and 3.00 mtr length each |
| 4 | (b) Packer assembly |
| 5 | © GI reducer 80 x 50 mm |
| 6 | (d) GI Socket 80 mm |
| 7 | (e) GI Nipple 50 mm dia |
| 8 | (f) End plug |
| 9 | Supplying and fitting 2 Horse power 1 pnase submersible pump made in cromption greaves discharge up to total head of 150 m with compartible to 40-50 mmdiameter pipe. |
| 10 | Supply of panel board with high quality |
| 11 | Supply of submersible cable 4 sqm copper |
| 12 | Supply of sfety wire |
| 13 | Supply of starter |
| 14 | Supply of GI pipe 40 mm x 3 mtr length filter with socket |
| 15 | Installation of submersible pump set andplumbing job upto ground level |
| 16 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). d) 32 mm nominal bore |
| 17 | b) 20 mm nominal bore |
| 18 | Providing and fixing brass stop cock of approved quality d) 32 mm nominal bore |
| 19 | b) 20 mm nominal bore |
| 20 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 21 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 22 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 23 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 24 | Providing and laying damp proof course 50 mm thick with cement concrete 1: 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size). |
| 25 | 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 26 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : ( 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).) |
| 27 | 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 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 28 | 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. |
| 29 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 2 : 4( 1 cement:2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 30 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers bands and facias up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thicknes |
| 31 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 32 | b) Column, pillars, posts and struts etc. |
| 33 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 34 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 35 | g)Vertical and horizontal fins individually or forming box louvers bands and facias. |
| 36 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars. |
| 37 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 38 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 39 | 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. |
| 40 | Providing approved best available local wood (Class - B II) work in frames of doors, window, clerestory windows and other frames, wrought framed and fixed in position. |
| 41 | Providing approved best available local wood (Class - B II) work in frames of doors, window, clerestory windows and other frames, wrought framed and fixed in position. |
| 42 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. a) 38mm thick best available local wood class - B I |
| 43 | Providing and fixing 30 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including bright finished or and black enamelled iron wire butt hinges with necessary screws. |
| 44 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 45 | 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 and nuts or by screws. (a) Plain grill |
| 46 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 47 | a) 300 x 16 mm |
| 48 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 49 | c) 150 x 10 mm |
| 50 | d) 100 x 10 mm |
| 51 | Providing and fixing aluminium handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 52 | c) 150 x 10 mm |
| 53 | d) 100 x 10 mm |
| 54 | Providing and fixing MS Hooks and Eyes. |
| 55 | a)125mm |
| 56 | Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc. |
| 57 | 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). |
| 58 | Providing and fixing MS round holding down bolts with nuts and washer plates etc complete. |
| 59 | Providing and fixing MS round holding down bolts with nuts and washer plates etc complete. |
| 60 | 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. |
| 61 | 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. |
| 62 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. |
| 63 | Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor. |
| 64 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. |
| 65 | 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. |
| 66 | Extra for providing and fixing wind ties of 40 x 6 mm flat iron section. |
| 67 | 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). |
| 68 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. |
| 69 | Extra for making chamfered edges of beading. |
| 70 | 15 mm cement plaster 1 : 6(1 cement :6 fine sand) on the rough side of single or half brick wall. |
| 71 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 72 | Neat cement punning. |
| 73 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 74 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 75 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 76 | 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. |
| 77 | 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. |
| 78 | Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 79 | 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. |
| 80 | White washing with whiting on new work (three or more coats) to give even shade. |
| 81 | 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 |
| 82 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete |
| 83 | Carriage of Material |
| 84 | Carriage of River Bedded Materials |
| 85 | Add for Electrification |
| 86 | Add forfor Sanitary Installation and water supply |
| 87 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 88 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)excluding the cost of centring and shuttering. |
| 89 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 90 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 91 | Back fill/Constrcution of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 92 | Reinforcement of RCC work including bending, binding and placing in position complete. (b) Cold twisted bars. |
| 93 | Sand Gravelfor Bottom |
| 94 | Carriage of Materials |
| 95 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or |
| 96 | Ground water exploration (Excavating earth by manuallyf approximately 15 mtr.) |
| 97 | Supplying and Fixing CC ring well with cement mortar 1:3 |
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