Public Works Department-PWD has published Construction Of G Plus 1 Building Including Approach Road And Drain At Manipur Pollution Control Board Lamphelpat. Submission Date for this Tender is 20-01-2022. Building Work Tenders in lamphelpat Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH: - Const. of G+1 Bldg. |
| 2 | Earth work in Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) Hard / Dense soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre |
| 4 | Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete. |
| 5 | Providing and laying cement concrete in foundation and plinth excluding the cost centering and shuttering. (a)1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering and reinforcement.All work up to plinth level. (a) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and strings, fillets, columns, pillars, piers, abutment, posts and struts upto floor two level excluding the cost of centering, shuttering finishing. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands,plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with (a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 gradedstone aggregate 20 mm nominal size). |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all (a) Thermo-Mechanically Treated bars complete |
| 10 | Providing form work i /c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in |
| 11 | (a)Foundation, footing, bases of columns etc. and mass concrete. |
| 12 | (b)Flat surface such as suspended floors upto 200 mm. thickness |
| 13 | (c) Columns, pillars, posts and struts (square, rectangular or polygon in plan). |
| 14 | (d)Sides soffits of beams, beam haunching, cantilevers, girders bressumers and lintel (Not exceeding 1.0 m. in depth) |
| 15 | (e) Edges of slabs and bricks in floors and walls. (Under 20 cm. Wide) |
| 16 | (f) Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landing |
| 17 | 2nd class (local first class) brick work in foundationandplinth in cement mortar 1:3 (1 cement: 3 coarse sand) |
| 18 | Half brick masonry 2nd class (local 1st class) incement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.. |
| 19 | Providingwood works in framesof doors,windows, clerestorywindows & other frames, wroughtframed & fixed in position (a) Local best quality Uningthou |
| 20 | P/F flush door shutters decorative type core of Block Board construction with frame of 1stclass hard wood and well matched 1st. ClassIndian teakply veneering with vertical or cross board andface veneers 3 mm. thick on faces of shutters i/c providing brass butt hinges with necessary screws etc. complete as directed and specified. |
| 21 | (a) 40 mm thick (Single leaf). |
| 22 | (b) 25 mm thick (Single leaf). |
| 23 | Providing & fixing bright finished brass 100 mm door mortice latch with one dead bolt & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality). |
| 24 | Providing and fixing Aluminium sliding bolts bright finished or black enamelled with nuts & screws etc. complete. (a) 300 x 16 mm |
| 25 | Providing & fixing Aluminium Tower bolts (barrel type) with screws etc. complete (a) 250 x 10 mm |
| 26 | Providing & fixing in position collapsible steel shutters with vertical channels 20mm X 10 mm X 2 mm & braced with flat iron diagonals 20 mm X 5 mm sizes with top & bottom rails of T iron 40 mm X 40 mm X 6 mm with 38 mm dia steel pulleys complete with bolts & nuts, locking arrangement, stoppers, handles i/c applying a priming coat of red lead paint |
| 27 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel |
| 28 | White glazed tiles 10 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement:3 coarse sand) finished with flush pointing in white cement. |
| 29 | White ceramic glazed tiles 7.3 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement:3 coarse sand) finished with flush pointing in white cement |
| 30 | White glazed tiles 10 mm thick in skirting risers of steps & dado on 10 mm thick cement plaster 1:3 (1 cement:3 coarse sand) & jointed with white cement slurry. |
| 31 | Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 cement: 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with White Marble slab 20 mm thick (a) 60 x 60 cm |
| 32 | 10 mm thick marble tiles in risers of steps , skirting dado walls and pillars laid on 10 mm thick base of cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete |
| 33 | Aluminium glazed windows and ventilators of standard aluminium extrusion section joints mitred and riveted/screwed with 15x3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15x10x10 cm of 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of glass panes 4 mm thick, projecting hinge, handles, peg stays, bolting devices, locking arrangements, spring catch & aluminium clip beading etc as required complete |
| 34 | (a) Ready made aluminium windows (side hung) |
| 35 | (b)Ready made aluminium ventilators (top hung) |
| 36 | Providing & laying six course water proofing treatment with bitumen felt over roof consisting of first, third & fifth courses of blown or/& residual bitumen applied hot at 13.61 Kg 11.34 Kg per 9.29 sqm of area respectively second & fourth courses roofing felt type2 grade2 (fibre base self finished bitumen felt) & sixth & final course of stone grit 6 mm & do down size of pea size gravel spread at 0.064 cum per 9.29 sqm i/c preparation of surface etc. complete. |
| 37 | 15 mm cement plaster 1:3 (1 cement: 3 fine sand) |
| 38 | 15 mm cement plaster 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement. |
| 39 | Applying one coat of cement primer of approved quality on wall surface |
| 40 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 41 | Distempering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade |
| 42 | Finishing walls weather shield paint of approved quality on new work(three or more coats) to give even shade |
| 43 | Applying ready mixed priming coat pink primer of approved quality on wood work |
| 44 | Applying ready mixed priming coat (Red lead primer of approved quality) on steel work |
| 45 | Painting two coats (excluding priming coat) with chocolate, red, grey of buff paint approved quality on new steel or wood work |
| 46 | Painting (one or more coats) with black Japan to give an even shade. |
| 47 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge |
| 48 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brasssingle hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 49 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. |
| 50 | Providing and fixing grating of approved quality for Nahni trap (a) Stainless Steel (ii) 125 mm nominal diameter with 25 mm waste hole |
| 51 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete (a) Flexible pipe (i) 40 mm dia |
| 52 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete |
| 53 | Providing and fixing 600 x120 x 5 mm glass shelf (Indian make) with C.P. brass brackets guard nail complete fixed to wooden cleats with C.P. brass screws |
| 54 | Providing and fixing 610 x 20 mm Diplomat brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws |
| 55 | Providing and fixing C.P. brass toilet paper holder |
| 56 | Providing and fixing liquid soap container of glass with C.P. lid and brackets fixed to wooden cleats with C.P. brass screws. |
| 57 | Providing and fixing UPVC soil, waste, rain water and vent pipes including all requisite fittings, jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge |
| 58 | (a) 110mm dia |
| 59 | (b) 75 mm dia |
| 60 | Providing and fixing PVC traps with 100 mm inlet and 100 mm outlet of self cleaning design with screwed down of hinged grating with or without vent arm completei/c cost of cutting and making good the walls and floors.ter. |
| 61 | Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. (a) 500 litres net capacity storage tanks |
| 62 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (a) 20 mm nominal outer dia Pipes |
| 63 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (a)25 mm nominal outer dia Pipes |
| 64 | Providing and fixing self priming single phase water pump of approved quality (a) 1.0 HP |
| 65 | SH: - Const. of septic tank |
| 66 | Earth work in Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) Hard / Dense soil |
| 67 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre |
| 68 | Providing and laying cement concrete in foundation and plinth excluding the cost centering and shuttering. (a)1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size) |
| 69 | Providing and layingcement concrete in foundation and plinth excluding the cost centering and shuttering. (a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 70 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering and reinforcement.All work up to plinth level. (a) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 71 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and strings, fillets, columns, pillars, piers, abutment, posts and struts upto floor two level excluding the cost of centering, shuttering finishing. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 72 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands,plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with (a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 gradedstone aggregate 20 mm nominal size). |
| 73 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all (a) Thermo-Mechanically Treated bars complete |
| 74 | Providing form work i /c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in |
| 75 | (a)Foundation, footing, bases of columns etc. and mass concrete. |
| 76 | (b)Flat surface such as suspended floors upto 200 mm. thickness |
| 77 | (c)Sides soffits of beams, beam haunching, cantilevers, girders bressumers and lintel (Not exceeding 1.0 m. in depth) |
| 78 | (d) Edges of slabs and bricks in floors and walls. (Under 20 cm. Wide). |
| 79 | Half brick masonry 2nd class (local 1st class) incement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. |
| 80 | Honeycomb brick work (75 mm) thick with 1st class brick incement mortar 1:4 ( 1 cement: 3sand). |
| 81 | 15 mm cement plaster 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement. |
| 82 | Providing and fixing C.I cover with frame (for manhole and chambers) a) 600 x 450 mm (light duty) (25kg) |
| 83 | Providing & fixing 100 mm HCI terminal guard. |
| 84 | SH: - Const. of approach road |
| 85 | Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sandgravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150mm (spreadthickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. (without carriage charge of all materials) |
| 86 | Providing and laying one layer W.B.M. 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23cum of binder materials of approved quantityper 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straightedges & spirit level in layers not exceeding 100mm to 130 mm thick(spread thickness), dry & wet rolling with 8 to10 tonne roller including earthedging 30 cm width on both sides & applying binding materials as specified (without carriage charge of all materials) (i) IRC Gr-III |
| 87 | 2 cm. consolidated thick single coat premix carpet surfacing with 0.27 cum. stone chippings12.5 mm size 0.18 cum and 10 mm size 0.90 cum mixed with 14.60 kg. of binder per 10 Sqm. of roads surface and rolling complete i /c a seal coat (IRC Type-B) with 0.06 cum of stone chipping 6.30 mm nominal size and 6.8 kg of bitumen 80/100 per 10.00 Sqm of road surface i/c carriage charges i/c preparing surface by brushing with wire brushes for remaining caked mud etc sweeping with brooms and finally fanning the cleared surface with gunny bags to removed all loose dirt etc i/c providing & applying evenly a priming / tack coat with bitumen (80 / 100) 10 kg / 10 Sqm of road surface A) WBM (New) |
| 88 | Providing and Fixing RCC Pipe 17 NP-3 Pipe(a) 450 mm |
| 89 | SH: - Const. of drain |
| 90 | Earth work in Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) Hard / Dense soil |
| 91 | Providing and laying cement concrete in foundation and plinth excluding the cost centering and shuttering. (a)1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size) |
| 92 | Providing and laying cement concrete in foundation and plinth excluding the cost centering and shuttering in 1: 2: 4 ( 1 cement : 2 course sand : 4 graded stone aggregate 20 mm. nominal size.). |
| 93 | 2 nd class (local first class) brick work in foundation and plinth with cement mortar 1:3 ( 1 cement: 3 fine sand ) |
| 94 | 15 mm cement plaster 1:3 (1 cement: 3 fine sand) |
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