Public Works Department-PWD has published Tender For Additional Work As Per Bcas Observations For Development Of Civil Infrastructure At Tuting Alg Under Rcs. Submission Date for this Tender is 02-01-2024. Infrastructure Work Tenders in Upper Siang Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH : (I )BACHOLER BARRACK ( 2 UNIT) CIVIL PORTION 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. |
| 2 | Providing and laying in foundations and plinth cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. |
| 3 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 4 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 5 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Mild twisted bars. |
| 6 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete. |
| 7 | b) Column, pillars, posts and struts etc. |
| 8 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 9 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 10 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 11 | 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. c) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | 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). |
| 13 | 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 to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 14 | 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). |
| 15 | 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. b) 0.63 mm thick GI sheet |
| 16 | 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. b) 0.63 mm thick GI sheet |
| 17 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
| 18 | 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). |
| 19 | 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. |
| 20 | Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc. |
| 21 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 4 (1 cement : 4 fine sand)for percast cement block masonary in super structure above plinth upto floor two level. |
| 22 | Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level. |
| 23 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 24 | Neat cement punning |
| 25 | 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. 40 mm thick |
| 26 | 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. |
| 27 | 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) 38 mm thick best available local wood, class - B I |
| 28 | 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) 38 mm thick best available local wood, class - B I |
| 29 | 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) Ornamental grill. |
| 30 | 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 shingle 40 mm nominal size). |
| 31 | Providing and fixing Aluminium sliding door bolts anodised transperent or dyed to requred colour or shade with nuts and scrows etc complete. b) 300x 16 mm |
| 32 | Providing and fixing Aluminium tower bolts anodised or transperent or dyed to requred colour or shade with necessary screws etc complete. a) 250 x 10 mm |
| 33 | b) 150 x 10 mm |
| 34 | c) 100 x 10 mm |
| 35 | Providing and fixing Aluminium handels anodised or transperent or dyed to requred colour or shade with necessary screws etc complete. a) 125 mm |
| 36 | b) 100 mm |
| 37 | Providing and fixing MS Hooks and Eyes. a) 300 mm |
| 38 | Providing and fixing MS fan clamps of standard shape and size in existing RCC slab including cutting chase and making good and painting exposed portion of the clamps complete. |
| 39 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm 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 fittings and clamps 20 mm GI over flow pipe 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. b) Orissa Pattern WC Pan |
| 40 | Providing laying and jointing glazed stone ware pipe grade "A" with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100 mm dia SW pipes |
| 41 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15cm thick as per standard design. a) 100 mm dia SW pipes |
| 42 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 43 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 44 | Providing and fixing Kitchen sink including making all connection excluding cost of fittings. a) white glazed fire clay sink size 600x450x200 |
| 45 | 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. |
| 46 | Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. |
| 47 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm size |
| 48 | 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. |
| 49 | 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. |
| 50 | 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 |
| 51 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 20 mm nominal size |
| 52 | Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore |
| 53 | Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore |
| 54 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 55 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 56 | 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. |
| 57 | Painting one or more coats with superior quality ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 58 | 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. |
| 59 | SH : BACHOLER BARRACK ( 2 UNIT) FURNITURE |
| 60 | Single bed |
| 61 | Tea Table |
| 62 | Plastic Chair |
| 63 | RO water Filter system |
| 64 | Dining Table with chair(6 seater) |
| 65 | Almirah |
| 66 | SH : BACHOLER BARRACK ( 2 UNIT) ELECTRICAL INSTALLATIONS Wiring for light point /fan point /exhaust fan point /wall fan/call bell point with 1.5 sq. mm. FRLS PVC insulated, copper conductor single core cable in surface/recessed medium class PVC Conduite with piano type switch, phenolic laminated sheet, suitable size MS box and Earthing point with 1.5 mm FRLS PVC insulated copper conductor single core cable required: a)Group -B |
| 67 | Wiring for twin control light point with 1.5 sq. mm. PVC insulated, copper conductor, cable in recessed steel conduit, with 2 way, 5/6 amps, piano type switch etc. as required. |
| 68 | Wiring for light/ power plug with 2x4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 no. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 69 | Wiring for light/ power plug with 2x4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 no. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 70 | Wiring for circuit/ sub mains wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. a)2x2.5 sq.mm + 1x2.5 sq.mm earth wire. |
| 71 | Wiring for circuit/ sub mains wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. b)4x10sq.mm + 2x10 sq.mm earth wire. |
| 72 | Supplying and drawing following pair 0.5mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 4 Pair |
| 73 | Supplying and fixing metal box of 150 mm x 75 mm x 60 mm deep ( nominal size ) on surfance or in recess with suitable size phenolic laminated sheet cover in the front including provinding and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connections, painting etc. as required. ( For lightplugs to beused only in non- residential buildings). |
| 74 | Supplying and fixing metal box of 180mm x100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. |
| 75 | Supplying and fixing metal box offollowing size (nominal sizes) on surfance or in recess with suitable size phenolic laminated sheet cover in the front includingpainting etc. as required. ( For powerplugs). |
| 76 | a)150mm x 75mm x 60mm deep |
| 77 | b)100mm x 100 mm x 60mm deep |
| 78 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. |
| 79 | a)Telephone socket outlet |
| 80 | c)Bell push |
| 81 | Supplying and fixing of following sizes of medium class PVC conduit along with the accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required : 25 mm dia. |
| 82 | Numbering of ceiling fan/exhaust fan/air circulator/flourescent fitting as required |
| 83 | Extra for fixing the louvers/shutters complete with frame for exhaust fans of all sizes. |
| 84 | SH : (II )BOUNDARY WALL 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 offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 85 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 86 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars. |
| 87 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 88 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 89 | b) Column, pillars, posts and struts etc. |
| 90 | c) Beam. |
| 91 | d) Top Beam |
| 92 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : b) 1 : 1.5 : 3(1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 93 | 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. c) 1 : 1.5 : 3(1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 94 | 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). |
| 95 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 5 (1 cement : 5 fine sand) in foundations and plinth. |
| 96 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 97 | White washing with whiting on new work (three or more coats) to give even shade. |
| 98 | SH : (III )INTERNAL ROAD 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 theundulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 99 | 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 |
| 100 | Plant Mix Method (Construction of granular sub base by provided close graded material,mixing in a mechanical mix plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grade on prepared surface and compacting with vibratory power roller to achive the desire density complete as per clause 401) a. For Grading I Material |
| 101 | CC Pavement 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, 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 ) |
| 102 | SH : (IV )PARKING LAWN 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 theundulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 103 | 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 |
| 104 | Plant Mix Method (Construction of granular sub base by provided close graded material,mixing in a mechanical mix plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grade on prepared surface and compacting with vibratory power roller to achive the desire density complete as per clause 401) For Grading I Material |
| 105 | CC Pavement 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, 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 ) |
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