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| 1 | Earth work in excavation by mechanical means (Hydraulic excavation)/manual means in foundation frenches 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 with a lead of 50 m All kind of soi |
| 2 | Supplying and filling in plinth under floor foundation etc with snd fine from local quarry with all lift includingspreading in horizontal layer watering gradng to required slop ramming consolidating and compacting each layer by usingplate compactor or by any suitable method complete. |
| 3 | Providing and laying dry flat brick flooring in required pattern completed. |
| 4 | Providing and laying in position cement concrete of specified grde excluding the cost of centering and shuttering All work upto plinth level 1:3:6( 1cement:3 fine sand:6 geded well burnt brick aggregate 20 mm niminal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishingm and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 9 | First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 10 | Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 11 | Centering shuttering including struttings, propping etc. and removal of form work for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 12 | Centering shuttering including struttings, propping etc. and removal of form work for:Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 13 | Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 14 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 15 | 12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand) including neat cement punning |
| 16 | 12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand) |
| 17 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @3.3 kg/sqm including pointing the joints with whitecement and matching pigment etc. complete.Anti-Skid Tiles Ceramic Tiles 1st quality 300 x 300mm in all shades and designs |
| 18 | Steel work welded in built up section/framed work in/cl cutting hoisting fixing in position and applying a priming oat approved steel primer usiing steel etc completed as required: In grating ,frames ,guard bar ,railing brachet gates and similar work aii completed. |
| 19 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket 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 drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :- For fixed portion of approved quality:- Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 20 | Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) |
| 21 | Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer intergral slin having 60 mm width & 30 mm thickness and shall be fixing to wall as per instruction of Engineer -in-charge using 100x8 sheet metal CSK screws. |
| 22 | Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical &horizontal styles. Joints are made using solventadhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). |
| 23 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern withmanually 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 : White Vitreous china Orrisa pattern W.C. pan of size580x440 mm with integral type foot rests. |
| 24 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern 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 : W.C. pan with ISI marked white solid plastic seat and lid |
| 25 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively. |
| 26 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in -charge 100 mm dia |
| 27 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge.A. From 100 mm dia pilot hole to 250 mm bore hole |
| 28 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.100 mm |
| 29 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.CM100 mm |
| 30 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.CM150mm |
| 31 | Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.150x100 mm dia |
| 32 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge |
| 33 | Providing and Shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) using deep drilling rig and direction of the Engineer - in – charge.e)A. With contractor's high power rigi. With pea gravels obtained from Durgapur, West Bengal. |
| 34 | Providing andfitting G.I pipe ( Mecium class) conforing to IS 1239 for mark II/III as per specification an direction of the Engineer incharge 40 mm NB |
| 35 | Providing and fitting fixinh with PVC insulated 3 core flat copper cable conforming to releant IS code for sumersible motor with all all necessary equipment and fitting as required as per specification and diretion of the Engineer-in-charge |
| 36 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuse) triple pole with Neutral Link (TPN) 415/500Volt L &T/Havells/BCH make complete as per specification and direction of the Engineer-0in-chargei.32 amps |
| 37 | Supplying and installation of water lubricated submersible pump having ISI marked of capacity 2000 GPH at total head up to 60 mtr. Cuple with submersible motor 3HP suitable for 240 voltas(+10% variation single phase 50 HP .AC supply DOL starting method to run at 2880 RPM along with 35 mtr 2.5 sqm. PVC insulated 3 (Three) core Flate copper cables including fitting fixing and lowering if with 40 mm dia G.I Pipe up to 100 FT.(30.00 mtr) etc. complete as per direction of the Engineer-In-Charge.(40 mm dia G.I pipe and fitting will be paid separately) |
| 38 | Providing and fixing on wall face unplasticisedRigid PVC rain water pipes (working pressure 4kg/cm2) conforming to IS : 13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion etc.Single socketed pipe 110 mm OD |
| 39 | Providing and fixing on wall face unplasticisedRigid PVC rain water pipes (working pressure 4kg/cm2) conforming to IS : 13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion etc.end 87.5 110mm |
| 40 | Providing and placeing on terrace ( at all floor levels) polyethylene water storage tank ISI 12701 marked with cover and suitable locking arrange and making necessary holes for inlet outlet over flow pipes but with out fitting and the base support for tank |
| 41 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability forhot & cold water supply including all CPVC plain &brass threaded fittings including fixing the pipe withclamps at 1.00 m spacing. This includes jointing ofpipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.15 mmdia nominal bore |
| 42 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability forhot & cold water supply including all CPVC plain &brass threaded fittings including fixing the pipe withclamps at 1.00 m spacing. This includes jointing ofpipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.25 mmdia nominal bore |
| 43 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893119.49.1 15 mm nominal bore |
| 44 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore.aggregate 20 mm niminal size) |
| 45 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 550x400 mm with apair of 15 mm C.P. brass pillar taps. |
| 46 | Finishing walls with acrylic smooth exterior paint ofrequired shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.41.1 New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 47 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by theManufacturer] |
| 48 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.59.1 Two or more coats on new work Please Enable Macros to View BoQ information |