|
| 1 | (A). Kitchen cum Store Dining Hall |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Supplying and filling in plinth with screen shingles on gravel under floors including watering ramming,consolidating and dressing complete of the following sizes:-a) 40 mm |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size). |
| 6 | 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 : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 7 | 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 :(a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 8 | 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 1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 9 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a )(a) Mild steel and Medium\Tensile steel bars. |
| 10 | (b) Thermo-Mechanically Treated bars |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 12 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 13 | (c)Lintels, beams, plinth beams, girders, bressumers and cantilevers,with water proof ply 12mm thick. |
| 14 | (d ) Suspended floors, roofs, landings, balconies and access platform,with water proof ply 12mm thick. |
| 15 | (e)Edges of slab and breaks in floors and walls (i) Under 20cm wide |
| 16 | Brick work with Ist class common burnt clay F.P.S. (non modular)bricks in foundation and plinth in: (i) (1 Cem: 4 Kanhaighat C/Sand) |
| 17 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in : (i)cement mortar 1:4 (1 cement : 4 Kanhaighatcoarse sand) |
| 18 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 Kanhaighatcoarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : (i) Cement mortar 1:6(1 cement: 6 Kanhaighatcoarse sand) |
| 19 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :(a) Local best quality Tolhao wood. |
| 20 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked MS pressed butt hinges bright finished of required sizes with necessary screws.(a) Local best quality Tolhao wood.(35mm thick) |
| 21 | Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position :(a) Local Best Quality Tolhao wood |
| 22 | Providing 40x3mm 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 30x10 x15cm 1:3:6 (1 cement : 3 Kanaighat coarse sand: 6 stone aggrt. 20mm nominal guage). |
| 23 | Providing & fixing local best quality plain lining tongued & grooved on & i/c wooden plug complete with necessary screws & priming coat on unexposed surface.a) 19mm thick. (i) Local best quality Leihao |
| 24 | Providing and fixing expanded metal 20x60mm strands 3.25mmwide and 1.6mm thick for windows etc. including 62x19mm beading of Ilnd class teak wood and priming coat with approved steel primer all complete. |
| 25 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :(i) 300 x 16 mm |
| 26 | Providing and fixing bright finished brass tower bolts (barrel type)with necessary screws etc. complete :(a) 250x10 mm |
| 27 | Providing & fixing Brass handles with necessary screws etc. complete.(a) 125mm |
| 28 | Providing and fixing bright finished brass hard drawn hooks and eyes (i) 300mm |
| 29 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s 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 Kanhaighat coarse sand) including grouting the joints with white cement and matching pigments etc., complete.(a) Double charge vitrified tile polished finish of size (i) Size of Tile 600x600 mm |
| 30 | Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 Kanhaighat coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete (i) 8mm thick |
| 31 | Providing & fixing M.S. round holding down or anchor bolts with nuts & washer plates complete. |
| 32 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm)with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trussesand including cutting to size and shape wherever required with (i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 33 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : (i) Ridges plain (500 - 600mm). (a) Precoated galvanised iron profile sheets 0.50 mm thick. |
| 34 | Providing and fixing 4mm thick Rhino Brand A.C.Duro Board (Plain sheet) of 610x610 mm ceiling Roofing and Ceiling Item) with wooden beading 62x12mm Leihao wood spaced 61 cm centre to centre maximum on both sides etc complete ( frame work to be paid separately). |
| 35 | Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc.complete. (a) Electric resistance or induction butt welded tubes |
| 36 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as D,F4B,K11B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted,including providing and fixing of hinges, pivots,including priming coat of approved steel primer,but excluding the cost of other ittings,complete all as per approved design. (sectional weight of only steel members shall be measured for payment).(a) Fixing with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 37 | 12mm cement plaster of mix 1:4 (1 cement : 4 Kanhaighat coarse sand). |
| 38 | 15mm cement plaster on rough side of single or half brick wall of mix (i) 1:4 (1 cement : 4 Kanaighat coarse sand). |
| 39 | 15 mm cement plaster 1:3 (1 cement: 3 Kanhaighat coarse sand) finished with afloating coat of neat cement on the roughside of single or half brick wall. |
| 40 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :.(i) Water thinnable cement primer |
| 41 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 42 | Finishing walls with textured exterior paint of required shade : (i)New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 43 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade (i) Two or more coats |
| 44 | Applying priming coat :-(a) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 45 | Applying priming coat :- (b) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works: |
| 46 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 47 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 48 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 49 | 2nd class brick masonary 15x15cm open surface drain in c.m. 1: 5(1cem : 5 c/sand) i/c earth excavation 10cm bed c.c.1: 5 : 10 1cem : 5 c/sand :10gr.st.aggrt.40mm n/size i/c 12mm thick cement plaster 1: 3 (1cem : 3 Kanhaighat c/sand) with a floating coat of neat cement inside & outside as per standard design. |
| 50 | P/F 3mm thick M.S.Sheet eave board with ISA 25x25x4mm and flat 25x4mm with primer and painting complete as per direction of Engineer-in- Charge. |
| 51 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(External work) 25 mm dia |
| 52 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Internal work - Exposed on wall) (a) 15 mm dia nominal bore |
| 53 | Providing and fixing brass bib cock of approved quality :(i) 25 mm nominal bore |
| 54 | Providing and fixing brass stop cock of approved quality : (i) 15 mm nominal bore |
| 55 | P/F Brass full way valve with C.I. wheel (screwed end) 25 mm dia |
| 56 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make,including painting of fittings and brackets, cutting and makinggood the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15mm CP Brass . |
| 57 | Providing and fixing 600x450 mm beveled edge mirror ofsuperior glass (of approved quality) complete with 6 mm thickhard board ground fixed to wooden cleats with C.P. brass screwsand washers complete. |
| 58 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.(i) 600 mm long towel rail with total length of 645 mm, width 78mm and effective height of 88 mm, weighing not less than 190gms. |
| 59 | Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 60 | Providing and placing on terrace (at all floor levels) polyethylenewater storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 61 | (B).Water reservoir Tank - 200000 Litre capacity with Over HeadPlateform |
| 62 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 63 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 64 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size). |
| 65 | (b) 1:3:6 (1 cem :3 Kanhaighat coarse sand:6 graded stone aggrt.40mm n/size). |
| 66 | 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 : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 67 | 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 :(a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 68 | 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 1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 69 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a ) Thermo-Mechanically Treated bars |
| 70 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 71 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 72 | (c)Lintels, beams, plinth beams, girders, bressumers and cantilevers,with water proof ply 12mm thick. |
| 73 | (d ) Suspended floors, roofs, landings, balconies and access platform,with water proof ply 12mm thick. |
| 74 | (e)Edges of slab and breaks in floors and walls (i) Under 20cm wide |
| 75 | (f) Walls (any thickness) including attached pilasters, buttresses,plinth and string courses etc. |
| 76 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in : (i)cement mortar 1:4 (1 cement : 4 Kanhaighatcoarse sand) |
| 77 | 15 mm cement plaster 1:3 (1 cement: 3 Kanhaighat coarse sand) finished with afloating coat of neat cement on the roughside of single or half brick wall. |
| 78 | Structural steel work riveted,bolted or welded in built up sections,trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 79 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :.(i) Water thinnable cement primer |
| 80 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 81 | Finishing walls with textured exterior paint of required shade : (i)New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 82 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(External work) 65 mm dia |
| 83 | Providing and placing on terrace (at all floor levels) polyethylenewater storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 84 | (C ).Sentry Tower - 2 Nos. |
| 85 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 86 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 87 | Supplying and filling in plinth with screen shingles on gravel under floors including watering ramming,consolidating and dressing complete of the following sizes:-a) 40 mm |
| 88 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size). |
| 89 | 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 : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 90 | 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 :(a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 91 | 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 1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 92 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a )(a) Mild steel and Medium\Tensile steel bars. |
| 93 | (b) Thermo-Mechanically Treated bars |
| 94 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 95 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 96 | (c)Lintels, beams, plinth beams, girders, bressumers and cantilevers,with water proof ply 12mm thick. |
| 97 | (d ) Suspended floors, roofs, landings, balconies and access platform,with water proof ply 12mm thick. |
| 98 | (e)Edges of slab and breaks in floors and walls (i) Under 20cm wide |
| 99 | Brick work with Ist class common burnt clay F.P.S. (non modular)bricks in foundation and plinth in: (i) (1 Cem: 4 Kanhaighat C/Sand) |
| 100 | Brick work with Ist class common burnt clay F.P.S.(non modular)bricks in superstructure above plinth level upto floor V level in all shapes and sizes in :(i)cement mortar 1:4 (1 cement : 4Kanhaighatcoarse sand) |
| 101 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 Kanhaighatcoarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : (i) Cement mortar 1:6(1 cement: 6 Kanhaighatcoarse sand) |
| 102 | Providing wood work in trusses, purlins, rafter, posts, post plate wall plate & the like wrought framed hoisted & fixed in position.(a) Uchan/Tolhao wood. |
| 103 | Providing and fixing expanded metal 20x60mm strands 3.25mmwide and 1.6mm thick for windows etc. including 62x19mm beading of Ilnd class teak wood and priming coat with approved steel primer all complete. |
| 104 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate) finished with a floating coat of neatcement including cement slurry, but excluding the cost of nosingof steps etc. complete.(i) 40mm thick with 20mm nominal size stone aggregate. |
| 105 | Providing & fixing M.S. round holding down or anchor bolts with nuts & washer plates complete. |
| 106 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm)with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trussesand including cutting to size and shape wherever required with (i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 107 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : (i) Ridges plain (500 - 600mm). (a) Precoated galvanised iron profile sheets 0.50 mm thick. |
| 108 | Structural steel work riveted,bolted or welded in built up sections,trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 109 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.(i) Using M.S. angles 40 x 40 x 6mm for diagonal braces. |
| 110 | Supplying 40 mm X 3 mm X 275 mm F.B. twisted plate i/c cost of bolts & nuts. |
| 111 | 12mm cement plaster of mix 1:4 (1 cement : 4 Kanhaighat coarse sand). |
| 112 | 15mm cement plaster on rough side of single or half brick wall of mix (i) 1:4 (1 cement : 4 Kanaighat coarse sand). |
| 113 | 15 mm cement plaster 1:3 (1 cement: 3 Kanhaighat coarse sand) finished with afloating coat of neat cement on the roughside of single or half brick wall. |
| 114 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :.(i) Water thinnable cement primer |
| 115 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 116 | Finishing walls with textured exterior paint of required shade : (i)New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 117 | Applying priming coat :-(a) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 118 | Applying priming coat :- (b) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works: |
| 119 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 120 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 121 | Providing and fixing 20mm plank as eave board with :- (a) Tolhao/Uchan wood. |
| 122 | (D).Compound Fencing for a length of 475.00Rm Rm with Steel Gate - 3(three) Nos. |
| 123 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 124 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 125 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size). |
| 126 | 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 : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 127 | 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 :(a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 128 | 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 1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 129 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a )Mild steel and Medium\Tensile steel bars. |
| 130 | (b) Thermo-Mechanically Treated bars |
| 131 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 132 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 133 | (c)Lintels, beams, plinth beams, girders, bressumers and cantilevers,with water proof ply 12mm thick. |
| 134 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 Kanhaighatcoarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : (i) Cement mortar 1:6(1 cement: 6 Kanhaighatcoarse sand) |
| 135 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in : (i)cement mortar 1:4 (1 cement : 4Kanhaighatcoarse sand) |
| 136 | 12mm cement plaster of mix 1:4 (1 cement : 4 Kanhaighat coarse sand). |
| 137 | 15mm cement plaster on rough side of single or half brick wall of mix (i) 1:4 (1 cement : 4 Kanaighat coarse sand). |
| 138 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :.(i) Water thinnable cement primer |
| 139 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 140 | Finishing walls with textured exterior paint of required shade : (i)New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 141 | 75 cm high fencing with angle iron post 50 X 50 X 6 mm of 1.24 m long placed at every 2.44 m apart embeded in R.C.C. columns and every 1st, 5th and corner posts to be struted providing with 6 (six) horizontal lines and two diagonals of G.I. barbed wire ( 0.164 kg/m.) between two posts filledand fixed with G.I. staples etc. complete. |
| 142 | Steel Gate - 3 Nos. |
| 143 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.(i) All kinds of soil. |
| 144 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 145 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a)C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size). |
| 146 | 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 : (a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 147 | 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 :(a)1:1.5:3 (1 cement :1.5 Kanhaighatcoarse sand:3 graded stone aggregate 20 mm nominal size.) |
| 148 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level/Above Plinth level. ( a )Mild steel and Medium\Tensile steel bars. |
| 149 | (b) Thermo-Mechanically Treated bars |
| 150 | Centering and shuttering including strutting, propping etc. and removal of form for: (a) Foundation footings, bases of columns etc. and mass concrete. |
| 151 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 152 | Brick work with Ist class common burnt clay F.P.S.(non modular)bricks in superstructure above plinth level upto floor V level in all shapes and sizes in :(i)cement mortar 1:4 (1 cement : 4Kanhaighatcoarse sand) |
| 153 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand): (a) Flush / Ruled/ Struck or weathered pointing |
| 154 | Providing and fixing steel gate partly grills and partly M.S. sheet 3.16 mm thick with M.S. angle frame of 65 X 65 X 6 mm including handles, hold fasts, locking arrangment and applying a priming coat of red lead paint ( as per standard design), |
| 155 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 156 | (E ). Internal Approach Road for a length of 180.00 Rm |
| 157 | Earth work in excavation by mechanical means (Hydraulicexcavator)/ manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth, lead upto 50m and lift upto 1.5m, asdirected by the Engineer-in- Charge. |
| 158 | Providing laying and compacting Granular Base/Sub base with naturally occuring Sand Gravel Material free from organic ore other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness). |
| 159 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site,laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 160 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 161 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects (a)VG-30 |
| 162 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 163 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) (i) Case - I : Type A |
