BOQ for Civil Works of GD (Phase - I), at The Lawrence School, Sanawar
SUMMARY OF COST - CIVIL WORKS
S.No DESCRIPTION TOTAL AMOUNT (Rs.)
1.0 EARTH WORK
2.0 CONCRETE WORK
3.0 RCC WORK
4.0 MASONRY WORK
5.0 STONE WORK
6.0 WOOD WORKS
7.0 STEEL WORKS
8.0 FLOORING WORKS
9.0 ROOFING / CEILING WORKS
10.0 FINISHING WORKS
11.0 ALUMINIUM WORKS
12.0 WATER PROOFING WORK
13.0 EXTERNAL DEVELOPMENT WORKS
TOTAL Add GST@18% TOTAL
Page 1 of 14
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.)
EARTH WORK
1.0 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 disposal of excavated earth within all lead and lifts, disposed earth to be levelled and neatly dressed. etc. complete as per design and drawing. 1.1 Ordinary rock Cum 1100
1.2 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including upto all depths, including getting out the excavated soil and disposal ofdressing of sides and ramming of bottoms, lift surplus excavated soils as directed, within all lead and lifts etc. complete as per design and drawing.
1.2.1 Ordinary Rock Cum 470
1.3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming Cum 1620 and watering, lead up to 50 m and lift upto 1.5 m.
1.4 Antitermite treatment Note: The work must be executed by approved specialised Agency who is the member of IPCA. The Contractor shall give a 10 years guarantee as per instruction of Project Manager. Providing and injecting chemical emulsion for pre- constructional anti-termite treatment and creating a chemical barrier under and all-round the column pits, wall trenches, top surface of plinth filling, junction of wall and floor along the external perimeter of building, expansion joints, surroundings of pipes and conduits etc. complete ( plinth area at ground floor level will be measured and paid for )
1.4.1 With Chlorpyriphos / Landane E.C. 20% with 1% Sqm 935 concentration.
TOTAL OF EARTH WORKS
CONCRETE WORK 2.00 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: 2.1 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate Cum 175 40 mm nominal size)
TOTAL OF CONCRETE WORKS
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.)
REINFORCED CEMENT CONCRETE Form Work
3.0 Approved Marine plywood or 3mm thick steel plate shuttering and centring for structural concrete work in locations called for including strutting, propping, bracing, bolting, wedging, casing, striking, removal etc. complete for any size, section, thickness. Props shall consist of well designed steel pipes adequately braced (wooden ballies as props shall not be permitted). The item to include centering and shuttering at all heights and levels. Allow for forming grooves, drip course, chamfers, cut-outs, openings, providing arrangement for sleeves & puddle flanges etc. where called for and for dressing with approved shuttering oil to prevent adhesion. Unexposed concrete surfaces subsequently left untreated (in the condition obtained on removal of form work) shall not constitute exposed concrete work and shall be measured under this item only. Irregular shapes with sides which may not be perpendicular to each other for shapes not conforming to rectangle or square shall not be paid separately. (Quoted rate to include all staging upto any height, additional height for shuttering shall be included in the quoted rates). 3.1 Foundations, footings, bases of columns, etc. for mass Sqm 250 concrete. 3.2 Walls (any thickness) including attached pilasters, Sqm 750 buttresses, plinth and string courses etc. 3.3 Suspended floors, roofs, landings, balconies and access Sqm 2150 platform. 3.4 Lintels, beams, plinth beams, girders, bressumers and Sqm 1060 cantilevers. 3.5 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 950 3.6 Arches, domes, vaults up to 6 m span Sqm 150 5160 REINFORCED CEMENT CONCRETE 3.7 Steel Reinforcement for R.C.C. work, including straightening, cutting, bending, placing in position and binding all complete KG up to plinth and above plinth level. 3.7.1 Thermo-mechanically treated bars 120000
3.8 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. (Note :- Minimum cement content considered in this item is @ 330 kg/cum.). 3.8.1 All works up to plinth level. Cum 365 3.8.2 All works up to floor V level. Cum 595
TOTAL OF REINFORCED CEMENT CONCRETE WORKS
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.)
MASONRY WORK
4.0 Brick work with common burnt clay FPS (Non modular) bricks of class designation 75 in foundation and plinth in: 4.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5
4.2 Brick work with common burnt clay FPS (Non modular) bricks of class designation 75 in super structure above plinth level upto floor V level in all shapes and sizes in : 4.2.1 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 115
4.3 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in 4.3.1 cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 450
TOTAL OF MASONRY WORKS
STONE WORKS
5.1 Random rubble masonry with hard stone in foundation and plinth including weep holes, levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 325
5.2 Random rubble masonry with hard stone in superstructure above plinth level including weep holes, scaffolding, levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size)
5.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 300
5.3 Providing and constructing 15 inches thick locally available dressed stone masonry (one phase dressed) in superstructure (walls, square / rectangular pillers) above plinth level and upto floor five level including cleaning of joints etc. complate as per design and drawing and below mentioned specifications . 5.3.1 Masonry work , in cement mortar 1:6 (1 cement : 6 coarse Cum 250 sand) SPECIFICATIONS OF 15 INCEHS STONE MASONRY IN SUPERSTRUCTURE: All stones shall be wetted before use. The walls shall be carried up truly plumb or to specified batter. The front face of masonry and column face courses shall be laid truly horizontal and all vertical joints shall be truly vertical. This face shall be dressed and the four edges to be dressed and brought to plumb. Each course of the dressed stone will continue as a level on all four sides of the building and will have all stones of equivalent height. However, each course can be the different heights ranging from150mm to 300mm and the length of each stone randomly placed, shall be 150mm to 450mm.
Rest part of the masonry shall be uncoursed surface and shall be plastered on inner face. The Uncoursed random rubble masonry shall be constructed with stones of varying sizes and shapes picked up random from the stones brought from the approved quarry. The Stones having sharp corners or round surfaces shall, however, not be used. Random rubble masonry brought to the course is similar to uncoursed random rubble masonry except that the courses are roughly levelled at intervals varying from 300 mm to 900 mm in height according to the size of stones used.
The interior filling of the wall shall consist of stones carefully laid on their proper beds in mortar; chips and spalls of stone being used where necessary to avoid thick beds of joints of mortar and at the same time ensuring that no hollow spaces are left anywhere in the masonry. The use of chips shall be restricted to the filling of interstices between the adjacent stones in hearting and these shall not exceed 10% of the quantity of stone masonry.
5.4 Extra for arches masonry including the cost of centering for arches, strutting, bolting, wedging etc. complete as per Sqm 200 design and drawing (area of soffit to be measured for payment).
5.5 Extra for chiseled carving or sunk or moulded or sunk and moulded stone work including necessary tools required, Mtr 100 scaffolding etc. complete as per design and drawing.
5.6 Extra for stone work in chiseled cornices. Mtr 150
5.7 Providing and fixing decorative bands in facade including all necessary fixing arrangement etc. complete as per design Mtr 80 and drawing.
5.8 Pointing on stone work with Lime Mortar 1 :3 (1 Lime : 3 fine sand) 5.8.1 Flush / Recessed pointing sqm 1400
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) Total
WOOD WORK 6 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 fasteners shall be paid for separately). 6.1 Second class Shesham wood Cum 3
6.2 Wooden door shutter Providing and fixing 61mm thick (18+25+18) solid door comprising of the following components fabricated out of 1st class Shesham wood, as per drawing. 18mm thick 1st class Shesham wood strips pested on both side of 25mm thick core block board including wooden lipping as shown in drawing. Including 4 nos. black power coated SS 125mm long 3.5mm thick bult hinges on each shutter, nails, screws, wood preservation,polishing in desired shade with a protection coat of lacquer as per specification, all necessary fixing Sqm 55 arrangements etc. complete as per design and drawing. (Door handle and lock shall be paid separately under repective item).
6.3 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched Shesham 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
6.3.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws finished with 1.0 mm thick laminate on Sqm 75 both side of shutter including wooden lipping, polishing etc..
6.4 Providing and fixing black powder coated 100 mm mortice latch and lock with 6 levers and a pair of lever handles of Each 60 approved quality with necessary screws etc. complete.
6.5 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 Each 60 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
6.6 Providing and fixing black powder coated aluminium tower bolts, ISI marked with necessary screws etc. complete 6.6.1 300 x10 mm Each 120
6.7 Providing and fixing black powder coated aluminium hanging floor door stopper, ISI marked, with necessary screws etc. complete. 6.7.1 Single rubber stopper each 60
6.8 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 6.8.1 With 2nd class Shesham wood beading 62X19 mm for wooden frame or aluminium beading for aluminium doors / Sqm 20 windows.
7 Providing and fixing 75mm thick low height partion made of GI Frame work (gypsteel - India gypsum) of 48 mm c studs ( 0.55 mm thick, having one flange of 34mm and another flange of 36 mm) for vertical members and U-channels (0.55 mm thick, having equal flanges of 32 mm) for horizontal members placed at 610 mm centre to centre both ways with joints staggered to avoid through joints. The frame work is to be adequately anchored on floor. 1.0 mm thick laminate of Sqm 550 approved quality pasted over 9mm thick commercial ply in approved pattern and fixed on GI frame work of partitions including providing and fixing 75x50mm thick shesham wooden coping on top and sides, grooves, melamine polishing etc. complete as per design and drawing .
8 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum board conforming to IS: Sqm 165 2095: part I with 75 MM TEAK WOOD PANELING AT THE PROFILE
TOTAL OF WOOD WORKS
STEEL WORKS
7.1 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, kg 60000 hoisting, fixing in position and applying a priming coat of approved steel primer all complete
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) 7.2 Providing and fixing in position brackets / Grills, railing made of MS Pipe, MS square bars/ tube, MS flats welded as per drawing including bending to profile as per drawing, grinding, cutting holes in RCC / Stone work, grouting the balustrades in position, providing & fixing MS/ Brass shoes wherever kg 5000 required etc. complete including providing two coats of red oxide primer and three or more coats of synthetic enamel paint of approved make & shade.
TOTAL OF STEEL WORKS
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) FLOORING WORKS
8 Providing and laying stone of approved quality in specified size of stone slab as per drawings and pattern in flooring/ bands in flooring with cement mortar 1:4 (1 cement : 4 coarse sand) of adequate thickness to match the total thicness of 50mm and joint to be filled with cement slurry mixed with pigment to match the shade of stone including surfaces pointing, curing etc. complete as per specification, pattern and drawing. 8.1.1 Flamed / brushed finish Granite stone (Minimum 16mm thick or more) of any colour and shade (Basic rate of stone Sqm 300 shall be Rs. 170 /- Sqft including taxes and Transportation) 8.1.2 Polished Granite stone (Minimum 16mm thick or more) of any colour and shade (Basic rate of stone shall be Rs. 160 Sqm 20 /- Sqft including taxes and Transportation)
8.1.3 Polished kota stone (Minimum 25mm thick or more) Sqm 275
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) 8.3 Providing and laying Flamed / brushed finish 40 mm thick granite stone in specified size of stone slab in steps/coping of planters / path/ floor etc. as per design and pattern shown in drawings laid over 20mm average thick CM 1:3 (1 cement : 3 coarse sand) jointed with cement slurry mixed with pigment to match the shade of slab including chamfering, Sqm 250 corner / edge grinding, making nosing as per profile in steps, rubbing etc. complete as per specification and drawing or as directed by Architect
8.4 Providing and laying tile flooring of approved make, shade and pattern as approved by Architect laid over 20mm average thick bed of cement mortar 1:4 (1 cement : 4 coarse sand), grouting the joints with white cement and pigment to match the shade of tile including cutting, etc. complete in all respects as per pattern and drawing. 8.4.1 With Vitrified tile (basic rate of tiles Rs. 80/- per Sqft) Sqm 275 8.4.2 With Antiskid Ceramic tile (basic rate of ceramic tiles Rs.60 /- Sqm 240 Sqft)
8.3 Providing and fixing tiles in cladding/ dado/ jamb/ soffit/ cill of uniform thickness, size, shade and pattern as approved by Architect/Project Manager laid with rich cement slurry over a bedding plaster of 6mm (avg.) thick cement mortar 1:3 (1 cement : 3 fine sand) including the cost of 12mm average thick rough base plaster of mix 1:3 (1 cement : 3 coarse sand), providing grooves using 3mm PVC spacers and sqm 550 grouted with tile groute (Bal grout) of matching shade of tile, cutting, curing etc. complete in all respects as per drawing. (Basic rate of tile shall be Rs. 60/- Sqft including taxes and Transportation)
8.4 Counter top, Facia, ledge Providing and laying machine cut pre-polished stone slab in required size of approved quality in counters fixed with approved adhesive and joints neatly finish with cement paste mixed with matching pigment including edge chamfering, moulding, making openings/ holes for sink/ wash basin, mixers, soap dispenser, ledge/ sorounding of bath tub,back splash, facia, ledges of shower area etc. as required and mirror polishing of moulding and cut edges, filling silicon at junctions with sanitary fixtures and corners with wall whereever required etc complete as per drawing.
8.4.1 Granite stone (Minimum 16mm thick or more) of any colour and shade (Basic rate of stone shall be Rs. 160 /- sqm 20 Sqft including taxes and Transportation)
8.6 Providing and laying 25mm thick shesham wood battens flooring fixed on 25mmx40 aluminum framing including sand papering, lacquer coating, providing and laying 1000 Gauge Sqm 830 polythene damp proof membrane over existing floor,approved adhesive & underlay etc. complete as per design and drawing.
8.7 Providing and laying 40mm thick Cement Concrete flooring with1:2:4 (1cement :2 coarse sand : 4 graded stone aggregate of 12.5mm nominal size) including and finished Sqm 830 with a floating coat of neat cement including cement slurry etc. complete in true lines and level as per specification.
TOTAL OF FLOORING WORKS
ROOFING / CEILING WORKS
9.1 Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting with : For plain and curved profile
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) 9.1.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I (Horizontal and vertical sqm 350 surface shall be measured for payment) 9.1.1 10 mm thick calcium silicate board (for wet areas) (Horizontal and vertical surface shall be measured for sqm 275 payment)
9.2 Providing and fixing trap door in false ceiling, made of 12mm thick B.W.P. grade ply wood resting / fixed / hinged on 12mm x 18mm size wood frame all round, 1.0mm thick laminate on exposed surfaces of ply wood, enamel painting sqm 20 on unexposed surfaces, including all hardware, hinges, wood lipping etc. complete as per design and drawing.
9.3 Providing and fixing Plywood false ceiling with beading made of melamine polished 12mm thick BWP ply with beading including 50mm thick under deck insulation and sqm 670 necessary fixing arrangement etc. complete as per design and drawing (Cost of insulation, 12mm ply and GI framing shall be included in the quoted rate)
9.4 Providing and fixing PUF insulated sandwich panels for roof having top profile sheet with 28-30mm crust hight at 195-200mm pitch, inner liner tray and PUF Insulation between not less than 50 mm thick and width 980mm. Panel shall have 0.50mm thick precoated GI sheet on both side of polyurethane foam confirming to IS 12436:1988 with standard profile with tongue & groove arrangement. The Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20 micron. The PPGI sheet shall have plastic protective guard film of minimum 25 microns to avoid scratches while transportation. The PU foam shall be self-extinguishing, fire retardant type having minimum density of 40 Kg/cum(+,-2 Kgs). The panels shall be fixed to the steel frame structure with minimum 5 mm thick self tapping GI screws of required length and nos. with minimum spacing of 300 mm c/c assembly / the cost shall include ridge, soffit junctions, flashings, gutter of all size sheet roofing accessories of 0.50 mm (+ 0.05 %) total coated Sqm 995 thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20 microns using self drilling/ self tapping screws complete etc. complete as per design, drawing and manufacturer's specifications.
9.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved Sqm 155 surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and galvanised steel sheet roofing accessories (i.e. Ridges plain (500 - 600mm, Flashings/ Aprons.( Upto 600 mm, Crimp curve, Gutter (600 mm over all girth) etc. ) having 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws etc. complete as per design, drawing and manufacturer's specifications.
9.6 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, Sigle socketed pipes : 9.6.1 110 mm diameter Metre 50
9.9 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to Metre 150 pelmet with wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long, melamine polished, lipping / margin etc. all complete as per design and drawing
TOTAL OF ROOFING WORKS
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) FINISHING WORK
10 Providing and applying 12 to 15mm thick plaster to masonry and RCC walls, columns etc. in cement mortar 1:4 (1 cement : 4 fine and coarse sand in equal proportion) finished smooth sqm 1550 including hacking the surfaces, scaffolding, curing, making grooves at desired location etc. complete.
10.2 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer sqm 150 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge
10.3 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade 10.3.1 New work (two or more coats) over and including priming sqm 100 coat with cement primer.
10.4 Finishing walls with Acrylic Smooth exterior paint of required shade 10.4.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 sqm 450 kg/ 10 sqm
10.5 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over sqm 2000 the plastered wall surface to prepare the surface even and smooth complete.
10.6 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 10.6.1 Two Coats sqm 1150
10.7 Providing and applying three or more coats Semi Gloss Enamel (Water Based) paint of approved brand, manufacturer and shade to give a smooth finish on new plastered / board surfaces over a coat of approved primer sqm 400 including the cost of preparing the surfaces along with sand papering wherever required etc. complete as per the direction of Engineer in Charge.
10.8 Providing and applying three or more coats Synthetic Enamel paint of approved brand, manufacturer and shade to give a smooth finish on steel/ wood/new plastered / board surfaces over a coat of approved primer including the cost of Sqm 450 preparing the surfaces along with sand papering wherever required etc. complete as per the direction of Engineer in Charge.
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.)
10.9 Drilling with core cutting machine in Post RCC beams, slabs, floors etc. if not mentioned in the drawing but required by Developer for laying pipes and rendering the same in RCC 1:2:4, finishing the same to the satisfaction of the Developer, including nominal reinforcement wherever required, complete. The quoted rate shall also include for providing EPOXY based water proofing compound for sealing the joints around the pipes. (Maximum thickness of RCC members shall be 300mm). RCC Slabs I 150mm dia Nos. 2.00 II 200mm dia Nos. 2.00 RCC Walls III 160mm dia Nos. 2.00 IV 180mm dia Nos. 2.00
10.10 Dismantling of brick / stone masonry work (full / half) in cement mortar with plaster on both sides stacking of serviceable material and disposal of unserviceable material Cum 5.00 to dumping area as directed by Engineer-in-Charge.
10.11 Demolishing cement concrete manually/ by mechanical means including disposal of unserviceable material to dumping area as directed by Engineer-in-Charge. i 1:3:6 or richer mix Cum 5.00 ii 1:4:8 or leaner mix Cum 5.00
10.12 Dismantling of RCC works in beams, columns, slabs etc. including sub-base, cutting and removal of reinforce-ment, stacking of serviceable material and disposal of Cum 5.00 unserviceable material to dumping area as directed by Engineer-in-Charge.
10.13 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. Sqm 10.00 complete and stacking within site as directed by Engineer-in- Charge.
TOTAL OF FINISHING WORKS
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) ALUMINIUM WORK
11 Aluminum Glazed windows and ventilator Providing and fixing aluminium work for doors, windows, ventilators and partitions with 3mm thick extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.
11.1 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) with 8.0 mm thick glass of approved make including PVC/ neoprene gasket etc. complete as per the architectural drawings. (All KG 3000 hardwares required for doors & windows shall be included in the quoted rates) (6.0 mm thick toughened glass shall be paid in relevent item)
11.2 Glass Panes Providing and fixing 6.0mm thick toughened glass panes glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the Sqm 280 architectural drawings and the directions of engineer-in-charge . (Cost of all fixing arrangements shall be included in the quoted rate)
11.3 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
11.3.1 Upto 5mm depth and 5 mm width metre 465
11.4 Providing & Fixing Supplying and installation of roller blinds made of fabric woven from 100% glass fibre yarns and Sqm 260 backed with white colour acrylic coating as per detailed specification.(manual operated)
TOTAL OF ALUMINIUM AND GLAZING WORKS
WATER PROOFING WORK
12.1 Tapecrete water proofing Providing, applying & testing water proofing treatment of RCC sunken slabs (toilets etc) comprising of the following operations. Cleaning RCC surfaces and plastering of RCC and brick wall surface with 12mm cement mortar 1:4 ( 1 cement : 4 coarse sand) mixed with CICO admixture as per manufacturer's specifications. Three coats of tapecrete - (first layer of tapecrete to be @ 0.253kg/ sqm, the second & third layer to be @ 0.126kg/ sqm) each admixed with grey cement over a coat of neat cement slurry admixed with chemical CH - 9 and sealing all corners, joints, junction of pipes and masonry etc. with Epoxy putty all complete as per manufacturer's specification and drawing. 12mm thick protective plaster 1:4 (1 cement : 4 coarse sand) over treated surface etc. complete. (Quoted rate to include sqm 250 grouting of RCC surface for any cracks/ fissures)
BOQ for Civil Works of GD (Phase - I), at the Lawrence School, Sanawar
S.No. DESCRIPTION OF ITEMS UNIT QTY. RATE (Rs.) AMOUNT (Rs.) 12.2 APP Felt Water Proffing Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane; 3 mm thick Sqm 20 -
TOTAL OF WATER PROOFING WORKS
13 EXTERNAL DEVELOPMENT WORKS
13.1 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 earth lead upto 50 metres. Sqm 450 -
13.2 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:
i 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 50 -
13.3 Providing and laying stone of approved quality in specified size of stone as per drawings and pattern bands in flooring with cement mortar 1:4 (1 cement : 4 coarse sand) of adequate thickness to match the total thicness of 50mm and joint to be filled with cement slurry mixed with pigment to match the shade of stone including surfaces pointing, curing etc. complete as per specification, pattern and drawing.
13.3.1 Flamed / brushed finish Granite stone (Minimum 16mm thick or more) of any colour and shade (Basic rate of stone shall be Rs. 170 /- Sqft including taxes and Transportation) Sqm 75 -
13.5 Providing and fixing 15x15x10 cm Cyclove stone block hand cut and chisel dressed on top, for paving in floors / plinth peripheri etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with joints filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge. Sqm 400 -
13.6 Providing , laying and fixing in position 300mm dia RCC spun or hume pipe class NP2 ISI marked with proper joint in reuired slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 and made perfectly air and water tight. Rmt 100 -
Total carried over to summary