Bodoland Territorial Council Tender
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Costs
EMD
₹ 94,999Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BoTC_39201_1Bid Award Id
ViewTender No
No. KOK/BLDG-218/10 of 2024-25Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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Documents
BOQ Items
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(5.9)Centering and shuttering including strutting, propping etc. and removal of form work for :
(5.9.1)Foundations, footings, bases of columns, etc. for mass concrete
48.64
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(5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers
152.84
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(5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts
45.28
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(5.9.19)Weather shade, Chajjas, corbels etc., including edges
15
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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.
1049.63
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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.
1206.24
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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 de rived from natural sources)
8.84
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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)
7.77
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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)
14.25
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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)
115.68
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(2.27) Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
110.51
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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)
311.44
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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
60
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(11.5) 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
135.48
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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
2114.75
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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
213.96
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(12.4) Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete
(12.4.2) 0.63 mm thick with zinc coating not less than 275 gm/m²
47.52
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(13.26)Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
296.24
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(12.45) Providing and fixing false ceiling at all height including providing andfixing of frame work made of special sections, power pressed fromM.S. sheets and galvanized with zinc coating of 120 gms/sqm (bothside inclusive) as per IS : 277 and consisting of angle cleats of size25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flangeof cleat fixed to the angle hangers of 25x10x0.50 mm of requiredlength with nuts & bolts of required size and other end of anglehanger fixed with intermediate G.I. channels 45x15x0.9 mm runningat the spacing of 1200 mm centre to centre, to which the ceilingsection 0.5 mm thick bottom wedge of 80 mm with tapered flangesof 26 mm each having lips of 10.5 mm, at 450 mm centre to centre,shall be fixed in a direction perpendicular to G.I. intermediate channelwith connecting clips made out of 2.64 mm dia x 230 mm long G.I.wire at every junction, including fixing perimeter channels 0.5 mmthick 27 mm high having flanges of 20 mm and 30 mm long, theperimeter of ceiling fixed to wall/partition with the help of rawl plugsat 450 mm centre, with 25mm long dry wall screws @ 230 mminterval, including fixing of gypsum board to ceiling section andperimeter channel with the help of dry wall screws of size 3.5 x 25mm at 230 mm c/c, including jointing and finishing to a flush finishof tapered and square edges of the board with recommended jointingcompound , jointing tapes , finishing with jointing compound in 3layers covering upto 150 mm on both sides of joint and two coats ofprimer suitable for board, all as per manufacturer's specification andalso including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeter channels suitablyfixed, all complete as per drawings, specification and direction of
the Engineer in Charge but excluding the cost of painting with :
(12.45.1) 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification mark
135.48
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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.2) Glazed vitrified floor tiles polished finish of size
11.41A.2.1 Size of Tile 600 x 600 mm
143.61
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(11.37A) Providing and fixing 1st quality ceramic glazed floor 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.
7.85
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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.
54.4
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(13.41) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
(13.41.1) New work (two or more coats) over and including water thinnable priming coat with cement primer
152.24
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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)
127.92
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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).
(9.1.2) Sal wood
0.87
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(9.5) Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)
(9.5.1) Second class teak wood
(9.5.1.1.) 35 mm thick shutters
4.31
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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.
(9.9.1) Second class teak wood (9.9.1.1) 35 mm thick
16.81
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(13.5) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood
(13.50.1) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood
26.64
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(13.48) Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
(13.48.2) 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 and manufacture
26.64
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(9.62) Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
(9.62.1) 300x16 mm
2
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(9.74) Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
(9.74.2) 200x10 mm
48
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((9.95) Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:
(9.95.2) 125x63x4 mm
8
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(9.66) Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
(9.66.1) 125 mm
28
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B) Toilet:
(2.8) 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
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 (a) Brick on flat soiling.
9.4
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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 :
(4.1.4)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)
0.68
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(5.9)Centering and shuttering including strutting, propping etc. and removal of form work for :
(5.9.1)Foundations, footings, bases of columns, etc. for mass concrete
9.84
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(5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers
14.04
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(5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts
14.4
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5.9.3 Suspended floors, roofs, landings, balconies and access platform
8.68
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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.
270.71
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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.
484.96
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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 de rived from natural sources)
1.4
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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)
2.25
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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).
1.4
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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.
E/w in filling Founadation Area and upto plinth level
2.3
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(6.28) Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
6.28.1 From ground level upto plinth level
0.99
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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)
24.42
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(13.2) 15 mm cement plaster on rough side of single or half brick wall of mix: (13.2.1)1:4 (1 cement: 4 coarse sand)
24.6
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(13.4) 12 mm cement plaster on rough side of single or half brick wall of mix: (13.4.1)1:4 (1 cement: 4 coarse sand)
29.1
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(13.16) 6 mm cement plaster on rough side of single or half brick wall of mix: (13.16.1)1:3 (1 cement: 3 coarse sand)
11.2
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(11.5) 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
5.04
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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
7.68
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11.4 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 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.
9.05
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8.3 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
12.45
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9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm 2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
9.120.1 30 mm thick plain PVC door shutterss
4.2
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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
24.6
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm
over and including one coat of Special primer applied @
0.75 ltr /10 sqm
29.1
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(C) Deep Tubewell
(23.1) Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/
bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.
(23.1.2)Rocky strata including Boulders
(23.1.2.1)300 mm dia
32
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(23.3) Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
(23.3.2) 150 mm nominal size dia
32
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(23.8) Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
2
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(23.12)Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
24
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(23.15) Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
(23.15.2)150 mm dia
1
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(18.43) Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
2
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(18.46) Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
(18.46.5) 40 mm nominal bore
2
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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.
(18.9.3)25 mm nominal dia Pipes
15
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(18.9.5) 40 mm nominal dia Pipes
30
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(18.19) Providing and fixing gun metal non- return valve of approved quality (screwed end) :
(18.19.3) 40 mm nominal bore (18.19.3.2) Vertical
1
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18.45 Crompton V4- Water filled submerssible pump 1.5 Hp. Model No. 4W16BF1.5E
1
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D) IRON GATE: 2.8 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. 2.8.1 All kinds of soil.
10.13
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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 (a) Brick on flat soiling.
6.75
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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 :
4.1.6A 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)
0.68
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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.
259.82
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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
2.88
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
17.66
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
3.5
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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)
2.25
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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)
0.49
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10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
285.8
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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)
7.2
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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
7.2
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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)
7.2
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E) BOUNDARY WALL:
2.8 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
117.46
-
-
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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 (a) Brick on flat soiling.
83.9
-
-
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CEMENT CONCRETE (CAST IN SITU) PCC
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)
8.89
-
-
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FORM WORK
5.9 Centering and shuttering including strutting, propping etc. and removal of form work for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
137.6
-
-
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
117.46
-
-
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
45.31
-
-
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STEEL REINFORCEMENT
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.
2777.26
-
-
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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.
1655.68
-
-
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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 de rived from natural sources)
27.02
-
-
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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)
8.81
-
-
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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)
203.88
-
-
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CEMENT PLASTER (IN COARSE SAND)
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)
604.08
-
-
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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
604.08
-
-
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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)
604.08
-
-
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F) WATER SUPPLY WORKS:
17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.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:
17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests
1
-
-
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17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern
1
-
-
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17.7 White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap
1
-
-
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12.39 Providing lead caulked joints to sand cast iron rain water pipes and
12.39.2 150 mm dia Pipe
5
-
-
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12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
12.41.2 110 mm diameter
12
-
-
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12.41.1 75 mm diameter
12
-
-
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12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
12.42.3 Single tee with door
12.42.3.2 110x110x110 mm
4
-
-
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12.42.5 Bend 87.5°
12.42.5.2 110 mm bend
4
-
-
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18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
18.17.1 A 20 mm nominal bore
3
-
-
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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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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
5
-
-
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G) SEPTIC TANK:
2.8 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.
(2.8.1) All kinds of soil.
8.09
-
-
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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
4.9
-
-
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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 40 mm nominal size derived from natural sources)
0.49
-
-
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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.
(5.22A.4) Hot rolled deformed bars
68.22
-
-
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13.8 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.8.1 1:3 (1 cement: 3 fine sand)
15.66
-
-
... More
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
0.45
-
-
... More
5.9.3 Suspended floors, roofs, landings, balconies and access platform
4.9
-
-
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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)
0.95
-
-
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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)
3.64
-
-
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11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement..
(11.6.1) 18 mm thick
15.81
-
-
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17.31 Square shaped 450x450 mm precast RCC manhole cover with frame L.D.-2.5
14.84
-
-
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19.33 Constructing soak pit 1.2x1.2x1.2 m filled with brickbats inc. S.W. drain pipe 100 mm dia and 1.2 m long complete as per standard design
1
-
-
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