Health And Family Welfare Department has published Tender For Proposed Construction Of Shelter And Livelihood Centre For Widows At Imphal.. Submission Date for this Tender is 13-01-2023. PEB Tenders in Imphal West Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | FOUNDATION: |
| 2 | Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and technical Specification. Pile diameter-750mm |
| 3 | Cement Concrete for reinforced concrete in pile cap complete as per drawing and technical specification .B) RCC Grade M25 |
| 4 | EARTHWORK: |
| 5 | 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 50M(a) All kinds of soil. |
| 6 | 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 & watering lead upto 50 m and lift upto 1.5 m |
| 7 | Filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete. |
| 8 | CEMENT CONCRETE WORKS: |
| 9 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size ) |
| 10 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) |
| 11 | RE-INFORCED CEMENT CONCRETE WORKS: |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: |
| 13 | (a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with |
| 15 | (a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement: |
| 17 | (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 18 | STEEL REINFORCEMENT: |
| 19 | Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete. |
| 20 | (a) Thermo-Mechanically Treated bars |
| 21 | FORM WORKS: |
| 22 | Providing form work i/c centering & 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: |
| 23 | a) Foundation footings, bases of columns etc. and mass concrete. |
| 24 | (b) flat surfaces such as suspended floors, roofs landings and the like (i) floors etc. upto 200 mm in thickness |
| 25 | (c) (i) Columns, pillars,posts and struts (square, rectanglar or polygon in plan) |
| 26 | (e) sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth |
| 27 | (f) Edges of slabs and breaks in floor walls (i) under 20cm wide. |
| 28 | (g) staircases with sloping or stepped soffits i/c risers and stringers excluding landing. |
| 29 | BRICKWORKS: |
| 30 | Local first class brick in foundation and plinth in cement mortar 1:4 (1 cement :4 coarse sand) |
| 31 | Half brick masonry2nd class (local first class) in cement mortar 1:3 (1 cement :3 coarse sand) in superstructure. |
| 32 | WOOD WORKS: |
| 33 | Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed (a) Local best quality Uningthou. |
| 34 | Providing and fixing 40mm thick panelled glazed or panelled and glazed shutters for doors,windows and clerestory windowsi/c bright finished or black enamelled M.S. iron butt hinges with necessary screws(a) Tolhao wood. |
| 35 | Providing 40x5mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 coarse sand : 6 stone aggrt. 20mm nominal guage). |
| 36 | P/F 75 x 60 mm moulded hand rails in straight lengths complete in Uningthou wood. |
| 37 | P/F 75 mm x 60 mm Uningthou caps turned to match the hand rails and mitred in i/c hand rail screws and dowels (dia. of cap to be twice the width of the hand rails 75mm x 60mm). |
| 38 | Providing and fixingbright finished brass sliding bolts bright finished or/and black enamelled with nuts andscrews etc.complete. (a) 300x16mm |
| 39 | Providing and fixing bright finished brass Tower bolts (barrel type) with screws etc. complete.(a) 200 x 10mm |
| 40 | Providing and fixing bright finished brass handles with necessary screws etc. complete. (a) 125mm. |
| 41 | P/F MS grills of required pattern to wooden frames of window etc. with MS flat at required springs and frames all round bars with round headed bolts & nuts or by screws. (a) Plain grills |
| 42 | Providing wood work in frames of false ceiling, partition etc. sawn and put up in position. (a) First Class Uningthou wood. |
| 43 | P/F 20 mm. plank as eaves board with (a) Tolhao/Uchan wood. |
| 44 | STEEL WORKS: |
| 45 | Steel work in built up tubular trusses includidng cutting, hoising, fixing in position and applying a coat ofapproved steel primer red oxide zinc chrome primer (conforming to IS :2079 ) welded and bolted inclusing special shape washer etc. complete. Electrical resistance welded tube (Conforming to IS:1611-1979). |
| 46 | Steel work welded in built up sections framed work i/c cutting, hoisting, fixing in position and applying a coat of red lead paints (a) In gratings, framed guard bars, ladders, railing, brackets and similar works. |
| 47 | FLOORING: |
| 48 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by manufactureer), with water absorption less than 0.08% and conforming to IS: 15622, of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joints with white cement and matcing pigments etc., complete. |
| 49 | (i) Size of Tile 600 x 600mm.(Single charge) (a) Branded |
| 50 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by manufactureer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand), including grouting the joint with white cement & matching pigment etc. complete.(i) Size of Tile 600 x 600mm.(Single charge) (a) Branded |
| 51 | 10 mm thick acid and/or alkali tiles in risers of steps , skirting , dado walls and pillars laid on 10 mmthick base of cement mortar 1 : 3 ( 1 cement: 3 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete |
| 52 | ROOFING & CEILING: |
| 53 | Prividing corrugated G.S. sheet roffing including vertical/curve surface fixed….... |
| 54 | (a) 0.63 mm thick with Zinc coated….. |
| 55 | Providing and fixing ridges and hips …... and EPDM washer etc. Complete. |
| 56 | (a) Corrugated serrated adjustable ridges |
| 57 | Providing and Fixing 18 mm thick Insulating board lining with butt jointing & nail complete ( frame work & cover filets to be measure & paid seperately ) |
| 58 | FINISHING: |
| 59 | 12mm cement plaster 1:4 (1 cement: 4 coarse sand). |
| 60 | 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. |
| 61 | Providing and applying plaster of paris putty of 1mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 62 | Distermpering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade. |
| 63 | Applying one coat of cement primer of approved quality on wall surface. |
| 64 | Finishing walls with weather shield paint of approved quality on new work(three or more coats) to give an even shade. |
| 65 | Applying ready mixed priming coat pink primer of approved quality on wood work. |
| 66 | Painting (two or more coats) with synthetic enamel paint of approved quality of blackor chocolatecolour on wood work to give an even shade. |
| 67 | (SH:- LD) |
| 68 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres |
| 69 | Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m. |
| 70 | Loose/soft soil |
| 71 | (SH:- Boundary Fencing) |
| 72 | Earth work in excavation by mechanical means(Hydraulic Excavator)/ manual means in foundation trenches or drain (not exceeding 1.5 metres in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavatedsoil as directed, with in a lead of 50 m . |
| 73 | Allkind of Soil. |
| 74 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 75 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. |
| 76 | Thermo- Mechanically Treated bars |
| 77 | Providing form works 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 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in |
| 78 | (a) Foundation footings, bases of columns etc, and mass concrete. |
| 79 | (b)Sides or soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth. |
| 80 | (c)Columns, pillars, posts and struts (square, rectangular or polygon in plan). |
| 81 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: |
| 82 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 83 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 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 |
| 84 | (b) 1:1.5:3 ( 1 cement :1.5 c/sand :3 graded stone aggreate 20 mm nominal size ) |
| 85 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : |
| 86 | 1:1.5:3(1 cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal sizes |
| 87 | 2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand) |
| 88 | Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure. |
| 89 | 12 mmcement plaster 1:4 (1 cement :4 fine sand ) |
| 90 | 15 mm cement plaster 1:4 (1cement :4 fine sand ) |
| 91 | Applying one coat of cement primer of approved quality on wall surface. |
| 92 | Finishing walls with water-proofing cement paint of approved quality on new work (three or more coats) to given shade. |
| 93 | Steel work in single sections, i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paint. |
| 94 | In channel, angles & tees. |
| 95 | Supplying and fixing galvanised steel barbed wire. weighing 9.38kg/100 m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid separately). |
| 96 | (SH:- Drain) |
| 97 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (a) Hard/Dense soil. |
| 98 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering |
| 99 | (a)1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 100 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 101 | Reinforcement for RCC work in bending, binding and placing in position complete in Tor steel bars. |
| 102 | 2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand) |
| 103 | 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. |
| 104 | Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift upto 1.5m. |
| 105 | (SH:- ES) |
| 106 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres |
| 107 | Construction of granular sub-base by crusher run, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 40 |
| 108 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size ) |
| 109 | (SH:- Gate) |
| 110 | Bored cast-in-situ vertical RCC piles including reinforcement complete as per drawing and technical specifications. |
| 111 | 450 mm diameter piles (M20 grade) |
| 112 | Earth work in excavation by mechanical means(Hydraulic Excavator)/ manual means in foundation trenches or drain (not exceeding 1.5 metres in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavatedsoil as directed, with in a lead of 50 m . |
| 113 | Allkind of Soil. |
| 114 | Demolition below G.L. upto 1 m.depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work. |
| 115 | R.C.C. work |
| 116 | CONCRETE WORK |
| 117 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 118 | Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications. |
| 119 | M 25 grade |
| 120 | RE-INFORCED CEMENT CONCRETE WORK |
| 121 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level |
| 122 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 123 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : |
| 124 | 1:1.5:3(1 cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal sizes |
| 125 | Reinforced cement concrete work in beamssuspended floors, roofs having slope up to 15 degreee landing,balconies,shelves, chajjas lintels,bands, plain window sills stair cases,and spiral stair cases up to floor five level excluding the cost of centering shuttering, finishing and reinforcement with |
| 126 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 127 | Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete. |
| 128 | TMTbars |
| 129 | FORMWORK |
| 130 | Providing form works 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 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in |
| 131 | Columns, pillars, posts and struts (square, rectangular or polygon in plan). |
| 132 | Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. |
| 133 | FINISHING |
| 134 | 12 mmcement mortar 1:3 (1 cement :3f/sand ) |
| 135 | CEMENT PAINTING:- WITH WATER PROOF CEMENT PAINT |
| 136 | Applying one coat of cement primer of approved quality on wall surface. |
| 137 | Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint . |
| 138 | In channel, angles & tees. |
| 139 | Painting (two or more coats) with synthetic enamel paint of approved quality all shades except black or chocolate on steel on new work to give an even shade. |
| 140 | (SH:- WS & SI) |
| 141 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 metres in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposal soil to be levelled and neatly dressed in |
| 142 | Filling available excavated earth in trences,plinth, sides of foundations, etc in layers noy exceedinfg 20cm in depth,consolidating each de[posited layer by rammring and watering, lead upto 50m and lift upto 1.5m |
| 143 | Providing and laying in position cement concrete of specified grade excluding the cost centering and shuttering- All work upto plinth level. |
| 144 | 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 145 | Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure. |
| 146 | Providing and laying in position specified grade of reinforced cement concreteexcluding the cost centeringshuttering- All work upto plinth level.Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement, |
| 147 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 148 | Reinforced cement concrete work in beams,suspended floors, roofs having slope upto 15 degree landings, shelves & their supports balconies,chajjas, lintels, bands, plain window sill, stair cases and spiral stair cases upto floor 5 level excluding the cost of centering , shuttering finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse:3 graded stone aggregate 20mm nominal size). |
| 149 | Providing form works 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 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in |
| 150 | Foundation, footings, bases of columns etc. and mass concrete. |
| 151 | Flat surface…….. |
| 152 | i) Edges of slab and breaks in floor walls |
| 153 | under 20 cm wide |
| 154 | Reinforcementfor R.C.C work including straightening ,cutting, bending,placing in position and binding all complete. |
| 155 | Thermo-Mechanically Treated bars. |
| 156 | 20 mm cement plaster 1:3 (1cement :3 coarse sand) finished with afloating coat of neat cement |
| 157 | Providing and fixing WATER STORAGE TANKS (Sintex) 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. |
| 158 | 1000 litres net capacity storage tanks |
| 159 | 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. |
| 160 | Providingand fixing water closet squatting pan (Indian type W.C. pan ) with 100 mmsand cast Iron P or S trap, 10 litre low levelwhiteP.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 161 | Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests |
| 162 | P/F urinal basin of white glazed earthen ware (Indian make) with 5 litres C.I. Automatic flushing cistern with fitting R.S. or C.I. Brackets,standard size, flush pipe spreader with brass union G.I. Clamp complete, including painting of cistern and fitting cutting and making good the wall and floors. |
| 163 | a)Flat back Urinal |
| 164 | 464 x 355 x 265 mm |
| 165 | Providing and Fixing wash basin of white glazed earthen ware (Indian make) with R.S. or C.I. brackets painted white 1 central 12.5 mm C.P. brass pillar tapes, 32 mm rubber plugs and C.P. brass chain 32 mm C.P. brass waist-of standard pattern 32 mm diameter M.I. or C.P. brass traps and unions complete i/c cutting and making good the walls (Indian fittings). |
| 166 | a) 630 x 450 mm |
| 167 | P/F kitchen sink white glazed vitreous china (Indian make) with R.S. or C.I. Brackets painted white, a pair of 12.5 mm C.P. brass pillar taps, 323 rubber plugs and C.P. brass chain 32 mm C.P. brass waste of standard pattern, 32 mm dia M.I. Or C.P. brass traps and unions complete i/c cutting and making good the walls indian fittings. |
| 168 | Providing and fixing 600 x 20 mm SONAC.P. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P.brass screws (Hook type SONA) |
| 169 | Providing and fixing 600 x 450 mm bevelled edge mirror of Indian make superior glass (of approved quality) quality complete with asbestos sheet ground, fixed to wooden cleat with C.P. brass screws and washers. |
| 170 | Providing and fixing in position 2.5 mm diameter mosquito proof coupling of approved Municipal design. |
| 171 | Centre Hole Mixer H.N. Deluxe. |
| 172 | Providing and fixing M.I. union fisher |
| 173 | a) 32 mm |
| 174 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms. |
| 175 | Providing and fixing a pair of white glazed earthen foot rest of standard pattern for Indian type W.C. pan. |
| 176 | Providing and fixing soap container of glass with C.P. lid and brackets fixed to wooden cleats with C.P. brass screws. |
| 177 | ProvidingandfixingP.V.C.wastepipeforsinkorwashbasin including P.V.C. waste fittings complete. |
| 178 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15 mm C.P. brass pillar tap |
| 179 | Providing and fixing lead caulked joints to 100 mm HCI pipes |
| 180 | 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. |
| 181 | 100 mm nominal outer dia Pipes |
| 182 | P/F 50 mm dia normal guage polythene pipes of approved quality complete with special flange compression type fittings (of approved make) including trenching and refilling etc (external works). |
| 183 | P/F brass stop cock of superior quality |
| 184 | Providing and fixing Polythene-Aluminium- Propylene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. with carbon black havingthermal stability for hot & cold water supply,capable to with stand temperature up to 80 degree centrigate, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 m spacing. This includesthe costs of cutting chases and including testing of joints complete as per direction of Engineer in charge.Concealed work, i/c cutting chases and making good the wall etc.) |
| 185 | (a)1216 (16 mm OD) pipe |
| 186 | (b)1620 (20 mm OD) pipe |
| 187 | (c)2025 (25 mm OD) pipe |
| 188 | (d)2532 (32 mm OD) pipe |
| 189 | Providing and fixing Chlorinated Polyviny Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge ( External works etc.) |
| 190 | 50mm |
| 191 | Making connection of GI distribution branch with GI main 25 mm to 40 mm diameter by providing & fixing Tees i/c cutting and threading the pipe etc complete. |
| 192 | Providing and fixing C.P. bib cock of superior quality. |
| 193 | (a) 20 mm diameter |
| 194 | Providing and fixing brass stop cock of superior quality. |
| 195 | (a)15 mm diameter (Delux Sona) |
| 196 | Providing and fixing non-return value of superior quality. (32mm diameter) |
| 197 | (SH:- Security Cabin) |
| 198 | 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 50M(a) Hard/Dense soil. |
| 199 | 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 & watering lead upto 50 m and lift upto 1.5 m |
| 200 | Filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete. |
| 201 | CEMENT CONCRETE WORKS |
| 202 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size ) |
| 203 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) |
| 204 | RE-INFORCED CEMENT CONCRETE WORKS |
| 205 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with |
| 206 | (a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 207 | STEEL REINFORCEMENT |
| 208 | Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete. |
| 209 | (a) Thermo-Mechanically Treated bars |
| 210 | FORM WORKS |
| 211 | Providing form work i/c centering & 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: |
| 212 | (e) sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth |
| 213 | BRICKWORKS |
| 214 | Local first class brick in foundation and plinth in cement mortar 1:4 (1 cement :4 coarse sand) |
| 215 | Half brick masonry2nd class (local first class) in cement mortar 1:3 (1 cement :3 coarse sand) in superstructure. |
| 216 | STEEL WORKS: |
| 217 | Steel work in built up tubular trusses includidng cutting, hoising, fixing in position and applying a coat ofapproved steel primer red oxide zinc chrome primer (conforming to IS :2079 ) welded and bolted inclusing special shape washer etc. complete. Electrical resistance welded tube (Conforming to IS:1611-1979). |
| 218 | ROOFING & CEILING: |
| 219 | Prividing corrugated G.S. sheet roffing including vertical/curve surface fixed….... |
| 220 | (a) (a) 0.63 mm thick with Zinc coated….. |
| 221 | Providing and fixing ridges and hips …... and EPDM washer etc. Complete. |
| 222 | (a) Corrugated serrated adjustable ridges |
| 223 | FINISHING: |
| 224 | 12mm cement plaster 1:4 (1 cement: 4 coarse sand). |
| 225 | 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. |
| 226 | Distermpering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade. |
| 227 | Applying one coat of cement primer of approved quality on wall surface. |
| 228 | Workshed |
| 229 | EARTHWORK: |
| 230 | 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 50M(a) Hard/Dense soil. |
| 231 | 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 & watering lead upto 50 m and lift upto 1.5 m |
| 232 | Filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete. |
| 233 | CEMENT CONCRETE WORKS |
| 234 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size ) |
| 235 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) |
| 236 | RE-INFORCED CEMENT CONCRETE WORKS |
| 237 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: |
| 238 | (a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 239 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with |
| 240 | (a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 241 | STEEL REINFORCEMENT |
| 242 | Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete. |
| 243 | (a) Thermo-Mechanically Treated bars |
| 244 | FORM WORKS |
| 245 | Providing form work i/c centering & 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: |
| 246 | a) Foundation footings, bases of columns etc. and mass concrete. |
| 247 | (c) (i) Columns, pillars,posts and struts (square, rectanglar or polygon in plan) |
| 248 | (e) sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth |
| 249 | BRICKWORKS |
| 250 | Local first class brick in foundation and plinth in cement mortar 1:4 (1 cement :4 coarse sand) |
| 251 | Half brick masonry2nd class (local first class) in cement mortar 1:3 (1 cement :3 coarse sand) in superstructure. |
| 252 | WOOD WORKS: |
| 253 | Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed (a) Local best quality Uningthou. |
| 254 | Providing and fixing 40mm thick panelled glazed or panelled and glazed shutters for doors,windows and clerestory windowsi/c bright finished or black enamelled M.S. iron butt hinges with necessary screws(a) Uningthou wood. |
| 255 | Providing 40x5mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 coarse sand : 6 stone aggrt. 20mm nominal guage). |
| 256 | Providing and fixingbright finished brass sliding bolts bright finished or/and black enamelled with nuts andscrews etc.complete. (a) 300x16mm |
| 257 | Providing and fixing bright finished brass Tower bolts (barrel type) with screws etc. complete.(a) 200 x 10mm |
| 258 | Providing and fixing bright finished brass handles with necessary screws etc. complete. (a) 125mm. |
| 259 | P/F MS grills of required pattern to wooden frames of window etc. with MS flat at required springs and frames all round bars with round headed bolts & nuts or by screws. (a) Plain grills |
| 260 | P/F 20 mm. plank as eaves board with (a) Tolhao/Uchan wood. |
| 261 | STEEL WORKS: |
| 262 | Steel work in built up tubular trusses includidng cutting, hoising, fixing in position and applying a coat ofapproved steel primer red oxide zinc chrome primer (conforming to IS :2079 ) welded and bolted inclusing special shape washer etc. complete. Electrical resistance welded tube (Conforming to IS:1611-1979). |
| 263 | FLOORING: |
| 264 | Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by manufactureer), with water absorption less than 0.08% and conforming to IS: 15622, of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joints with white cement and matcing pigments etc., complete. |
| 265 | (i) Size of Tile 600 x 600mm.(Single charge) (a) Branded |
| 266 | ROOFING & CEILING: |
| 267 | Prividing corrugated G.S. sheet roffing including vertical/curve surface fixed….... |
| 268 | (a) (a) 0.63 mm thick with Zinc coated….. |
| 269 | Providing and fixing ridges and hips …... and EPDM washer etc. Complete. |
| 270 | (a) Corrugated serrated adjustable ridges |
| 271 | FINISHING: |
| 272 | 12mm cement plaster 1:4 (1 cement: 4 coarse sand). |
| 273 | 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. |
| 274 | Distermpering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade. |
| 275 | Applying one coat of cement primer of approved quality on wall surface. |
| 276 | Applying ready mixed priming coat pink primer of approved quality on wood work. |
| 277 | Painting (two or more coats) with synthetic enamel paint of approved quality of blackor chocolatecolour on wood work to give an even shade. |
| 278 | IEI |
| 279 | Securuty Cabin (SH:I.E.I) |
| 280 | Wiring for light/Fan point/Exhaust Fan point/Call bell point with 1.5mm²FRPVC insulated copper conductor single core cable in surface/recessed steel conduit with modular type switch modular plate,suitable G.I.box and earthing the point with 1.5mm²FRPVC insulated copper conductor single core cable etc.as required. |
| 281 | 1) Gr. A |
| 282 | Suitable size GI box with modular plate and in front on surface or in recess i/c p/f 6 pin 16/15 amp modular socket outlet 15/16 amp modular switch, connection painting etc as required. |
| 283 | (1.7) Wiring for circuit/sub-main wiring along with earth wire with the (following size of ) FRPVC insulated copper conductor single core cable in surface/recessed steel conduit etc. as reqd. |
| 284 | 1) 2x1.5mm² +1x1.5mm² Earthwire |
| 285 | 3)2x4mm²+1x4mm² Earthwire |
| 286 | (1.109) S/F (following rating) double pole 240 V isolator in the existing MCB DB complete with connection testing and commissioning as required. |
| 287 | (2)63 Amp |
| 288 | (1.71) S/F brass batten holder i/c connection etc. as reqd. |
| 289 | LED white lamp 18w |
| 290 | Widow Shelter- IEI |
| 291 | Wiring for light/Fan point/Exhaust Fan point/Call bell point with 1.5mm²FRPVC insulated copper conductor single core cable in surface/recessed steel conduit with modular type switch modular plate,suitable G.I.box and earthing the point with 1.5mm²FRPVC insulated copper conductor single core cable etc.as required. |
| 292 | 1) Gr. A |
| 293 | 2) Gr. B |
| 294 | Suitable size GI box with modular plate and in front on surface or in recess i/c p/f 6 pin 16/15 amp modular socket outlet 15/16 amp modular switch, connection painting etc as required |
| 295 | s/f suitable size G.I box with modular plate and cover infront on surface or recess i/c p/f 3pin 5/6 amp modular socket outlet 5/6 amp modular switch connection painting etc as reqd. |
| 296 | (1.7) Wiring for circuit/sub-main wiring along with earth wire with the (following size of ) FRPVC insulated copper conductor single core cable in surface/recessed steel conduit etc. as reqd. |
| 297 | 2)2x1.5mm²+1x1.5mm² Earthwire |
| 298 | 3)2x4mm²+1x4mm² Earthwire |
| 299 | 4)2x6mm²+1x6mm² Earthwire |
| 300 | 5)2x10mm²+1x10mm²Earthwire |
| 301 | (1.87) S/F (following way) single pole and neutral, sheet steel MCCB DB 240v on surface/recessed complete with tinned copper busbar, neutral busbar, earthbar, dinbar, hinged front acrylie cover for the MCCB knobs datacable grand plate, enter connection, phosphatised and power painted including earthing etc. as required (but without MCB/RCCB/isolator) |
| 302 | (1) 2 + 4way |
| 303 | (1.107) S/F 5amp to 32 amp rating 230V “B” series for lighting and other purposes, load of (following poles) in the existing MCB DB complete with connection, testing and commissioning etc. as required. |
| 304 | (2) Single pole and neutral |
| 305 | (1.109) S/F (following rating) double pole 240 V isolator in the existing MCB DB complete with connection testing and commissioning as required. |
| 306 | (1) 40 Amp |
| 307 | (2)63 Amp |
| 308 | (1.84) P/F (following capacity TP&N) dis-connector fuse switch unit inside the exiting cubicle panel board with I.S.I mark HRC fuses i/c drilling holes in the cubicle panel board making connection as reqd. |
| 309 | (2) 400 Amp TP&N |
| 310 | (3) 100 Amp TP&N |
| 311 | P/F 400Amp TPN stand ground on load on load change own switch (compact design) 415/500v including connection to as required. |
| 312 | (5.04) S/F Busbar chamber with 4 strips copper busbar of length 300mm suitable for 100 amp capacity complete with all accessoriesi/c connection earthing them body as required |
| 313 | S/F Busbar chamber with 4 strips copper busbar of length 600mm suitable for 2oo amps capacity complete with all accessories i/c connection earthing the body as required. |
| 314 | (8.01) S/F 48” sweep (1200mm)a.c ceiling fan complete with down rod, canopy, 3 Blades but without regulator etc. as reqd. (Havells or similar 5 star) |
| 315 | 305mm sweep exhaust fan complete with all accessories connection etc as required |
| 316 | 1.62) S/F stepped type electronic fan regulator on the modular plate switch box i/c connection but excluding modular plate as reqd. |
| 317 | (1.71) S/F brass batten holder i/c connection etc. as reqd. |
| 318 | LED white lamp 18w |
| 319 | S/F recess mounting LED down lighter BGSL 0301WH 220225 Cast alluminium housing fixed with collinated lens 3x1W white lens mounted on MCPCB extruded alluminium heat sink , spring loaded mounting clips ,complete with connection etc as reqd. |
| 320 | p/f lighting conductor finial made of 25mm dia 300mm long copper tube having single prong at top with 85mm dia 3mm thick copper plate i/c holes etc. Complete as reqd |
| 321 | p/f copper tape in horizontal run p/f copper tape 2ommx3mm thick on parapet or surface of wall for lightning conductor as reqd(for horizontal run) |
| 322 | p/f copper tape 20mmx3mm thick on parapet or surface of wall for lightning conductor as reqd(for vertical run) |
| 323 | (3.05) Earthing with copper earth plate 600 mmx 600mmx6mm thick i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd. |
| 324 | (3.06) Extra for using Salt & Charcoal for copper plate with electrode as reqd. |
| 325 | Earth connection from earth electrod with 4mm dia in 15mm GI pipe as required - 5m(3no) |
| 326 | Fabrication of controlled panel board by 16 guage steels sheet along with componets mounting making strip wiring auxillary components wiring all over the panel i/c fixing charge painting etc as reqd. - 25(3no) |
| 327 | Indicating Lamp...... |
| 328 | Voltmer Range0--500V |
| 329 | Ammeter Range0--200A |
| 330 | Workshed-IEI |
| 331 | Wiring for light/Fan point/Exhaust Fan point/Call bell point with 1.5mm²FRPVC insulated copper conductor single core cable in surface/recessed steel conduit with modular type switch modular plate,suitable G.I.box and earthing the point with 1.5mm²FRPVC insulated copper conductor single core cable etc.as required. |
| 332 | 1) Gr. A |
| 333 | 2) Gr. B |
| 334 | Suitable size GI box with modular plate and in front on surface or in recess i/c p/f 6 pin 16/15 amp modular socket outlet 15/16 amp modular switch, connection painting etc as required |
| 335 | (1.7) Wiring for circuit/sub-main wiring along with earth wire with the (following size of ) FRPVC insulated copper conductor single core cable in surface/recessed steel conduit etc. as reqd. |
| 336 | 2) 2x1.5mm² +1x1.5mm² Earthwire |
| 337 | 3)2x4mm²+1x4mm² Earthwire |
| 338 | (1.87) S/F (following way) single pole and neutral, sheet steel MCCB DB 240v on surface/recessed complete with tinned copper busbar, neutral busbar, earthbar, dinbar, hinged front acrylie cover for the MCCB knobs datacable grand plate, enter connection, phosphatised and power painted including earthing etc. as required (but without MCB/RCCB/isolator) |
| 339 | (1) 2 + 4way |
| 340 | (1.107) S/F 5amp to 32 amp rating 230V “B” series for lighting and other purposes, load of (following poles) in the existing MCB DB complete with connection, testing and commissioning etc. as required. |
| 341 | (2) Single pole and neutral |
| 342 | (1.109) S/F (following rating) double pole 240 V isolator in the existing MCB DB complete with connection testing and commissioning as required. |
| 343 | (2)63 Amp |
| 344 | (1.84) P/F (following capacity TP&N) dis-connector fuse switch unit inside the exiting cubicle panel board with I.S.I mark HRC fuses i/c drilling holes in the cubicle panel board making connection as regd. |
| 345 | (3) 100 Amp TP&N |
| 346 | (2.02) P/F125Amp TPN stand ground on load change own switch (compact design) 415/500 v including connection to as required. |
| 347 | (5.04) S/F Busbar chamber with 4 strips copper busbar of length 300mm suitable for 100 amp capacity complete with all accessoriesi/c connection earthing them body as required |
| 348 | (8.01) S/F 48” sweep (1200mm)a.c ceiling fan complete with down rod, canopy, 3 Blades but without regulator etc. as reqd. (Havells or similar 5 star) |
| 349 | 1.62) S/F stepped type electronic fan regulator on the modular plate switch box i/c connection but excluding modular plate as reqd. |
| 350 | (8.52) S/F recess mounting LED down lighter BGSL 0301WH 220225 Cast alluminium housing, fixed with collinated lens 3X1W white Ledmounted on MCPCB, extruded alluminium heat sink, spring loaded mounting clips, complete with connection etc. as reqd. |
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