Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,83,760Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Construction Of Additional Classroom And Library At Debitola Hs School
Description
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Contact
Tender Id
2025_BoTC_43021_1Tender No
DOE/BTC/SOPD/Tender/2024-25/01Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
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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)
2
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4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
3.3
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2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
2.35.3 Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
63
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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)
10.8
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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)
25.2
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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 5.3.1 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).
101.4
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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
32.6
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
232.9
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
280.6
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5.9.7 Stairs, (excluding landings) except spiral-staircases
11.1
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5.9.3 Suspended floors, roofs, landings, balconies and access platform
603.4
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11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
11.1.2 1:6 (1cement : 6 coarse sand)
114.3
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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:
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
9.3
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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)
501.2
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11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
71.7
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13.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
13.3.1 40 mm thick with 20 mm nominal size stone aggregate
336.8
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13.1 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement: 4 fine sand)
1292
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13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.f height more than 10 m from ground level for every additional height of 3 m or part thereof.
725.3
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13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement : 3 fine sand)
587.7
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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)
148.4
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9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
17.6
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13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
1919
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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
1269.8
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13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
649.2
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13.50 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)
48.5
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13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
48.5
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13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
13.52.1 On steel work
112.5
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9.97 Providing and fixing aluminium tower 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 necessary screws etc. complete :
9.97.3 200x10 mm
22
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9.96 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 :
9.96.1 300x16 mm
11
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9.100 Providing and fixing aluminium handles, ISI marked, 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 :
9.100.1 125 mm
22
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10.30 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes
56.2
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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.
1299.1
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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.
19350.9
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10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1546.1
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10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb
69.3
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11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
11.41.2 Size of Tile 600x600 mm
81.2
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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).
11.20.2 Medium shade pigment using 50% white cement 50% Grey cement
13.5
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18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
18.12.5 40 mm dia nominal bore
27
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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.
20.6
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7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.
7.38.1 8mm thick (mirror polished and machine cut edge)
7.38.1.1 Granite stone of any colour and shade
2.2
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1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.1.2 Group B
29
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1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.1.2 Group B
22
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1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
6
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1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
51
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1.34 Supplying and fixing brass batten/ angle holder including connection etc. as required.
29
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1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
29
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DSR & AOR_2019 Sl. No.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
22
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1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
22
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2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
2.3.3 12 way , Double door
6
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2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
2.10.1 Single pole
6
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2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, eath bar, din bar, interconnections. powder painted including earthing etc. as required. (But without MCB/RCCB//solator) 2.3.2 8 way, Double door
6
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2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including eathing etc. as required. (But without MCB/RCCB/Isolator) 2.3.3 12 way, Double door
6
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2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
2.13.1 40 A
6
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1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.7.1 2 X 1.5 sq. mm + 1 X1.5 sq. mm earth wire
800
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1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
350
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1.7.3 2 X 4 sq. mm + 1 X 4 Sq. mm earth wire
220
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2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB Complete with connections, testing and Commissioning etc. as required. 2.10.2 Single pole and neutral
6
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7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.2 Above 35 sq. mm and upto 95 sq. mm
150
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10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
22
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5.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering p pe etc. with charcoal' coke and salt as reouired
1
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5.18 Providing and fixing 5 SWG dia G.l. wire on surface or in recess metre for loop earthing along with existing surface' recessed conduit' submain wiring/ cable as reguired
1
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5.6 Earthing with copper earth plate 500 mm X 600 mm X 3 mm thick including accessones and providing masonry enclosure with cover plate having locking arrargement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
1
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5.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre metre below ground as strip earth electrode including connection,' terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be dene by overlapping and with 2 sets of brass .nuLbolt & sorina washer spaced at SOmm’i
5
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6.2 Providing and fixing of lightning conductor finial. made of 25 mm dia 30C mm long. G.l. tube, having single prong a: top. with 85 mm dia 6 mm thick G.l. base plate including holes etc. complete as required
1
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6.8 Providing and fixing G.l. tape 20 mm X 3 mm thick on parapet or metre surface of wall for lightning conductor complete as required.(For vertical run)
13.2
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6.9 Fixing of cooper/ G.l. tape 20 mm X 3 mm thick on parapet or metre surface of wall for lightning conductor complete as required.(For horizontal run)
45
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Desk cum bench: Overall dimension 1800 x 850-900 x 740-750, Desk 1800 x 378 x 750 mm, Bench 1800 x 335 x 437mm. The height /Depth of the backrest should be 265 mm. The desk, seat & backrest should be made of 18 mm thick pre laminated MDF board ISI marked with laminate pasted on top and edges with machine pressed PVC edge banding sealed with hot melt EVA glue. The understructure should be made of 25.4 x 25.4 x 1.2 mm thick 60-70 micron epoxy powder coated MS tubes. Storage shelf should be made of 0.6 mm thick powder coated MS steel affixed below the desktop. The front side covered with modesty panel made of 1mm thick CRCA MS Steel of size 1800 x 150 (H) mm & edges sealed with PVC bands with provision of two metal hooks for hanging school bags fixed at ends. Make: Godrej Ibterio,Spacewood Office Solutions(SOS),Wipro orny other reputed brand approved by the department.
40
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Teachers table: Table dimension 900 x 600 x 740-750 mm with one drawer. The table top made of 19mm MDF board ISI mark with 1mm laminate pasted on top with edge rounded and machine pressed & sealed with 2mm PVC band sealed with hot melt EVA glue. The under structure/frame will be of tubular frame of square tubes size 25.4 x 25.4 x 1.2 mm thick powder coated with 60-70 micron. The shell of drawer is to be made of 0.5 mm thick CRCA MS with metal lock. Make: Godrej Ibterio,Spacewood Office Solutions(SOS),Wipro orny other reputed brand approved by the department.
5
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Teachers chair: Chair with arm made of natural and biodegradable material with seat & back made of polyurethane foam covered with fabric. The dimension of the chair shall not be less than the following- Overall height : 850mm, Seating height : 455mm, Width : 540mm, Depth : 500mm Make: Godrej Ibterio,Spacewood Office Solutions(SOS),Wipro orny other reputed brand approved by the department.
4
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Reading table: Dimension: 1800 x 900x 740-750.The table top made of 25 mm thick pre laminated MDF boards ISI marked with laminate pasted on top with edges and machine pressed 2mm PVC edge banding sealed with hot melt EVA glue. The understructure should be made of 1.6mm thick MS frame supporting the top. The legs should be made of MS ERW tube of dia 38.1mm & 1.6 mm thick. Make: Godrej Ibterio,Spacewood Office Solutions(SOS),Wipro orny other reputed brand approved by the department.
1
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Chair Dimension-Overall Height-830mm Seat Size -495mm(W)X 495mm(D) Backrest Size-385mm(H)X 480 mm (W) Supplying and placing a visitor chair, Understructure is made up of Diameter 25.4 x 1.6 mm thk , Diameter 22 x 2 mm thk and diameter 19 x 2 mm thk MS tube welded together. Powder Coating in Black Colour having DFT – 50 to 80 micron. BACKREST: The frame of back rest made up of injection moulded in black PA +30 % GF and upholstered with mesh fabric make then assembled with outer frame SEAT: The seat is made up of 12mm thick (7 layers) hot pressed plywood and moulded seat foam upholstered with fabric. Seat Size 495 mm (W) X 495 mm (D). SEAT FOAM:Foam made out of moulded Polyurethane foam with the following properties: * Density (IS-7888-1976) : 50-55 Kg/m3.ARM REST: The arm rest made up of injection moulded from Black Polyurethane on metal - size 235mm (L) x 50mm (W).FOOT PAD: The foot pad is made up of injection moulded in polypropylene. Make: Godrej Ibterio,Spacewood Office Solutions(SOS),Wipro orny other reputed brand approved by the department.
49
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Work Top - Work top shall be made 25mm thick Prelam (OSL) particle board confirming to IS 12823: 1990 with 2mm thick PVC lipping glued with Kliberit-779.6 glue. Table top is under goes from distributed load test for deflection by applying 0.027kg/mm load on Top and concentric load test by applying 90kg load on weaker section Understructure -constructed of 50X50X1.6 mm M.S. pipe confirming IS-Grade 4932 with powder coated finish up 50 to 60 Micron. Legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 12mm to 15mm.Cross member shall be made of 40mm X 40mm X 1.6mm MS LIP Section with powder coated finish confirming to IS 4932. Cross members shall be mounted by end brackets. Cross member end bracket shall be made of 3mm thick IS 513: 2008 CRCA sheet with powder coated finish up 50 to 60 Micron. Size 2400mmX1200mmX 740mm-760mm LINEO PRIV PNL 18MM FAB + FAB 300H FOR TOP 1200 WITH LINEO PRIVACY SCREEN BRACKET ( CLAMP ) FOR 18MM THK PRIV PANEL Make: Godrej Ibterio,Spacewood Office Solutions(SOS),Wipro orny other reputed brand approved by the department.
6
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METAL BOOK RACK / MAIN UNIT WITH TOP+SIDE WOODEN CLADDING / DOUBLE SIDED FULL HT 1200LX600DX1800H Top- Shall be made of 18mm thick Prelam (OSL) particle board to IS 12823: 1990 with 2mm thick PVC lipping glued with Kliberit-779.6 glue. Load carrying capacity of 18mm thick shelf shall be 25kgs UDL.Body- The construction shall be aesthetically appealing completely knock down construction .side panel and back panel is made from 18 mm Prelam (OSL) particle board conforming to IS 12823:1990;. All the exposed edges are with 2mm PVC lipping& sealed edges are with 0.8mm thick PVC Lipping. Both the LH & RH side panel and back panel are connected with each other by using fittings such as Minifix & Dowels. Shelf :- 18mm Prelam (BSL) particle board confirming to IS 12823: 1990 with 2mm thick PVC lipping glued with Kliberit-779.6 glue. Shelf is mounted on shelf pin and self-height can be adjusted with in the limit. Make: Godrej Ibterio,Spacewood Office Solutions(SOS), Wipro orny other reputed brand approved by the department.
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2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5 m, as directed by Engineer-in- Charge:
2.1.1 All kinds of soil
27.4
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2.25 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.
24.3
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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)
2
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5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, [finishinq and reinforcement - All work up to plinth level
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
4.4
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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 natu?ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
0.3
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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 5.3.1 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).
0.6
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5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete
9
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5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers
8.6
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5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for columns, Pillars, Piers, Abutments, Posts and Struts
9
-
-
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11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
11.1.2 1:6 (1cement : 6 coarse sand)
27
-
-
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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)
25
-
-
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13.1 12 mm cement plaster of mix:
13.1.1 1:4 (1 cement: 4 fine sand)
60
-
-
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13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
30
-
-
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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
60
-
-
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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)
60
-
-
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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.
178.4
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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.
181.3
-
-
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