Bodoland Territorial Council Tender
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Costs
EMD
₹ 99,740Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BTC_41658_1Bid Award Id
ViewTender No
No.27/KOJ/NIT/Pt-II/23-24/142Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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Documents
BOQ Items
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15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
15.12.1 Of area 3 sq. metres and below
10
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9.1 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 fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
9.1.1 Second class teak wood
1.14
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9.9 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.
9.9.2 Kiln seasoned and chemically treated hollock wood
25.73
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9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
9.7.2 Float glass panes
9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm).
27.73
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9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
9.74.3 150x10 mm
60
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12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).
12.65.4 0.56mm Aluminium color profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width 1050mm.
380.49
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12.66 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete :
12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm)
34.2
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13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
1560.72
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13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
1537.26
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13.111 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
1451.22
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13.50.1 Applying priming coat:
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
125.1
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13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
33.48
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12.26 Providing and fixing plain multipurpose cement board(High pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
12.26.1 6 mm thick Cement fiber board as per IS: 14862
141.91
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9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.
9.3.2 Kiln seasoned and chemically treated hollock wood
1.31
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
233.05
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4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
57.96
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11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A.3.1 Size of Tile 600 x 600 mm
214.23
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8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
23.52
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SANITARY AND PLUMBING WORKS
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
17.10.1 Kitchen sink with drain board
17.10.1.2 510x1040 mm bowl depth 225 mm
4
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17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
5
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17.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :17.32.3 Oval shape 450x350 mm (outer dimensions)
5
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17.35 Providing and fixing soil, waste and vent pipes 17.35.1 100 mm dia
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729
32
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17.73 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.
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
5
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18.9 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
18.9.2 20 mm nominal dia Pipes
180
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18.15 Providing and fixing brass bib cock of approved quality :
18.15.1 15 mm nominal bore
10
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18.16 Providing and fixing brass stop cock of approved quality :
18.16.1 15 mm nominal bore
10
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18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
18.20.1 15 mm nominal bore
10
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R.C.C. STAGING
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
9.36
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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
0.78
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4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.1 Foundations, footings, bases for columns
1.92
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4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
0.8
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5.1 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.53
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5.2 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.5
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12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
9
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5.3 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1.48
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
3.84
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5.9.3 Suspended floors, roofs, landings, balconies and access platform
4
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
24
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
24
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
222.08
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
370
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13.5 15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
46.25
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13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
46.25
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18.48 Providing and placing on terrace (at all floor levels) polyethylene water 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.
1000
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18.9 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
18.9.1 15 mm nominal dia Pipes
40
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18.9.2 20 mm nominal dia Pipes
84
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CAR PARKING
2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
17.28
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2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
36.6
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16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
87.2
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CEMENT CONCRETE (CAST IN SITU)(P.C.C)
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
9.69
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4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.1 Foundations, footings, bases for columns
4.8
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4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
9.68
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REINFORCED CEMENT CONCRETE
5.1 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6.85
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5.2 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.44
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5.3 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1.94
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FORM WORK
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
29.24
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
37.4
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
666.64
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
632.22
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
10.34
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10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
10.16.3 Electric resistance or induction butt welded tubes
987.66
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12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).
12.65.4 0.56mm Aluminium color profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width 1050mm.
82.11
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13.5 15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
84.4
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13.43 Applying one coat of water thinable cement primer of approved brand and manufacture on wall surfaces. 13.43.1. Water thinnable cement primer.
84.4
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13.44 Finishing walls with water proofing cement paint of required shade :
13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
84.4
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11.19 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
11.19.1 Light shade pigment using white cement
75.6
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APPROACH FOR CAR PARKING
16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
154
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16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
154
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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
23.1
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4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
10.05
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11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
11.20.1 Light shade pigment using white cement
154
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2.3 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 :
2.3.1 All kinds of soil
4.2
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R.C.C. GATE
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
10.44
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16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
29.94
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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.19
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5.1 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.97
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5.2 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.13
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5.3 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
2.8
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
3.6
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
11.52
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5.9.3 Suspended floors, roofs, landings, balconies and access platform
31.35
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
17.08
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
237.34
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
516.09
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13.5 15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
48.55
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13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand):
13.28.3 Raised Band
1116
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13.43 Applying one coat of water thinable cement primer of approved brand and manufacture on wall surfaces. 13.43.1. Water thinnable cement primer.
48.55
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13.44 Finishing wall with water proofing cement paint of approved brand and manufacture of required shade
13.44.1 New work (Two or More coat @ 3.84 Kg/10m2
48.55
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
349.09
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
13.48.3 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
20.16
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CATTLE TRAP
2.6 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.
9.74
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16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
9.06
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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
0.91
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
2.48
-
-
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4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.1 Foundations, footings, bases for columns
1.2
-
-
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11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick
18.96
-
-
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10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
10.16.3 Electric resistance or induction butt welded tubes
653.99
-
-
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FRONT SIDE BOUNDARY WALL
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
250.8
-
-
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15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
0.77
-
-
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
183.7
-
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5.2 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.06
-
-
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
41.28
-
-
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13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1 1:4 (1 cement: 4 fine sand)
20.64
-
-
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
1305.61
-
-
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13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
376.2
-
-
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13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
402
-
-
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13.109 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
402
-
-
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
13.48.3 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
156.75
-
-
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BOUNDARY WALL
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
8.46
-
-
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16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
7.8
-
-
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4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
0.39
-
-
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5.22 Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more.
5.22.1 Mild steel and Medium Tensile steel bars
167.34
-
-
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5.9 Centering and shuttering inluding strutting, propping etc end removal of the same...5.9.1. Foundation Footing, base of column etc. For mass concrete.
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
7.6
-
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5.9.6 Columns, Pillars, Posts & Strut
15.12
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5.1 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 :
5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
2.15
-
-
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5.2 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
0.43
-
-
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6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
16.2
-
-
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13.5 12 mm cement plaster of mix :
13.4.1 1:4.(1 Cement : 4 Coarse Sand)
37.5
-
-
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13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
37.5
-
-
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CONST. WASTE MANAGEMENT
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
23.86
-
-
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16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
9.08
-
-
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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
0.91
-
-
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4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.1 Foundations, footings, bases for columns
3.3
-
-
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
8.66
-
-
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13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
13.8.1 1:3 (1 cement: 3 fine sand)
69.3
-
-
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10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
10.16.3 Electric resistance or induction butt welded tubes
362.67
-
-
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16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
16.78.3 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20
2.4
-
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1.2
-
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LANDSCAPING
3.1 Providing and displaying of Aglaonema Butterfly having ht.30 cm 10 to 12 fresh, healthy and attractive colorful leaves, well developed in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge.
20
-
-
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3.6 Providing and Displaying of Aglaonema Sam plant ht.30 cm well developed three in one, having 18 to 20 fresh, healthy and attractive colorful leaves in 35 cm size Earthen pot/Chali/Tray & as per direction of the officer-in-charge.
20
-
-
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3.17 Providing and displaying of Araucaria cookie having ht. 1.80 m to 1.95 m, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
20
-
-
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3.22 Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge.
20
-
-
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3.35 Providing and displaying of Croton Duck Foot (Elite) having ht. 60 cm to 75 cm with 4 to 5 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the
officer-in-charge.
20
-
-
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3.39 Providing and displaying of Croton Petra Bangalore (Specimen ) variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh & healthy foliage approximately 60-65 leaves in 30 cm size of Earthen pot/ Plastic pot & as per direction of the officer-in-charge.
20
-
-
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3.64 Providing and displaying of Philodendron Envy mounted on moss stick 90 cm ht., well developed with full of fresh & healthy leaves in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
15
-
-
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5.6 Providing and Displaying Adenium Obesum well developed with fresh & healthy 4 to 5 branch 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.
20
-
-
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5.7 Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type well developed in 50 cm Cement Pot as per direction of the officer-in-charge.
10
-
-
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5.11 Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge.
12
-
-
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5.13 Providing and Displaying Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge.
10
-
-
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