|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earth work in excavation 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.-All kinds of soil |
| 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 and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 4 | Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc.,lead upto 50m and lift upto 1.5m.-All kinds of soil |
| 5 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 6 | 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 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 7 | ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 8 | iii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 9 | 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 stone aggregate 20 mm nominal size) |
| 10 | 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) |
| 11 | 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, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | 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 |
| 13 | Centering shuttering including struttings, propping etc.and removal of form work for:a) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 14 | b) Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 15 | c) Lintels, beams, plinth beams, girders, bressumers and cantilevers withwooden plank |
| 16 | d) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 17 | 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 ). |
| 18 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 19 | Half brick masonry work with second class bricks in foundation and plinth including cost of all materials required as required complete:- In cement mortar 1:4 (1 cement: 4 fine sand). |
| 20 | 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 ). |
| 21 | Providing and fixing T-iron frames for doors, windows andventilators of mild steel Tee-sections, joints mitred and welded,including fixing of necessary butt hinges and screws andapplying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 22 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all completeFixed to steel windows by welding |
| 23 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required |
| 24 | Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overall dimension, as below (tolerance +/- 1mm) with wall thickness 2.0mm+/- 02mm. corners of the door frame to be jointed with galvanized brackets and stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 × 19 mm and 1 mm +/- 0.1 mm wall thickness and 3Nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-In-Charge. Extruded section profile size 48 X 40 mm |
| 25 | Providing and fixing to existing door frames. 30mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC profile section of size 30mm x 60mm and wall thickness 2mm ± 0.2mm with inbuilt decorative moulding edging on one side. The styles and rails with plastic brackets of size 75×220 mm mitred and welded at the corners. The styles of the shutter reinforced by inserting galvanized MS tube of size 25×20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of \"H\" Section, a UPVC profile section of size 30×100 mm and 2 mm ± 0.2 mm wall thickness welded to the shutter style with a UPVC profile section single panel of size not less than 620 mm, having overall thickness of 20 mm and 1 mm ± 0.1 mm wall thickness with 20 mm panel beading of suitablesize/Glass (4 mm thick plain glass)/ louver section, louver frame of suitable size, complete as per manufacturer\"s specification and direction of Engineer-In-Charge. (for W.C. and Bathroom door shutter) |
| 26 | Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. |
| 27 | 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 white cement and matching pigment etc. complete.Anti-Skid TilesCeramic Tiles 1st quality 300 x 300mm in all shades and designs |
| 28 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry,rounding of edges and strips and cost of glass strips etc. complete.40 mm thick with 20 mm well burnt brick aggregate |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:1:2:4 (1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) |
| 30 | Providing and laying flat brick flooring in cement mortarincluding cement Slurry etc. complete.In cement mortar 1: 4 (1 cement: 4 fine sand ) |
| 31 | Providing and laying dry flat brick flooring in required pattern |
| 32 | 12 mm cement plaster of mixIn Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 33 | 15 mm cement plaster on the rough side of single or half brick wall of mix:In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 34 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 35 | Neat cement punning. |
| 36 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade[Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 37 | 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]:Two or more coats on new work |
| 38 | Applying one coat of water thinnable cement primer ofapproved brand and manufacturer on wall surface complete. Water thinnable cement primer |
| 39 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture[Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 40 | ProvidingandfixingonwallfaceunplasticisedRigidPVCrainwater pipes (working pressure 4 kg / cm2)conformingto IS : 13592 Type Aincludingjointingwith sealring conformingtoIS:5382leaving10mmgapforthermalexpansion:a)Single socketed pipe - 110 mm OD |
| 41 | Providingandfixing on wallface unplasticised - PVCmouldedfittings/ accessoriesfor unplasticised Rigid PVC rain water pipes conforming to IS:13592TypeAincludingjointingwith sealringconformingtoIS: 5382 leaving 10 mm gap forthermalexpansion:a)110x110x110mm |
| 42 | b)Bend 87.5°i)110mm |
| 43 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC pipesbymeansof50x50x50mmhard woodplugs,screwedwithM.S.screwsofrequiredlengthincluding cutting brick work andfixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.a)110mm |
| 44 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etcInternal work - Exposed on wall15mm dia nominal bore |
| 45 | 25mm dia nominal bore |
| 46 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - chargeExternal work25mm dia nominal bore |
| 47 | Providing and fixing brass bib cock of approved quality15mm nominal bore |
| 48 | Providing and fixing brass stop cock of approved quality15mm nominal bore |
| 49 | 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.flushingcisternwithmanuallycontrolleddevice(handlelever)conforming to IS : 7231, with all fittings and fixtures complete includingcutting and making good the walls and floors wherever required :White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 50 | Providingand fixing wash basinwith C.I. brackets, 15 mmC.P. brass pillartaps,32mmC.P.brasswasteofstandard pattern,including paintingoffittingsandbrackets,cutting andmakinggoodthewalls wherever requireWhite Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 51 | Providing and fixing 600x450 mm bevelled edge mirror ofsuperior glass (of approved quality) complete with 6 mm thickhard board ground fixed to wooden cleats with C.P. brass screwsand washers complet |
| 52 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe |
| 53 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively |
| 54 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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 |
| 55 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required15mm dia nominal bore |
| 56 | 25mm dia nominal bore |
| 57 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated rod with L.P./ H.P.H.D. plastic ball. 25 mm nominal bore, 152mm long, weighing not less than 440gms. |
| 58 | Providing & Fixing angle stop cock 15mm nominal bore weighting not less than 85gms |
| 59 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with Second class bricks |
| 60 | Construction of Barak Bamboo scaffolding for drilling & lowering of tube well including cutting a tank 2.00 m X 2.00 m X 0.90m size in drilling point & connecting the two tank with 0.30mt width & 0.15 mdeep drain |
| 61 | 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.i. 100 mm dia |
| 62 | 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.i. from 100 mm dia pilot hole to 250 mm bore hole |
| 63 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as perspecification and direction of the Engineer - in - charge.I)\"CM\" Casing pipea)150 mm dia |
| 64 | b) 100mm dia |
| 65 | RS\" pipe100 mm dia |
| 66 | Development & washing the tube well by using Air Compressor (diesel operated) until sand free clear water is available as per direction of Engg.- in - charge. |
| 67 | 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) and direction of the Engineer - in - charge.i)with pea gravels obtained from Golaghat, Assam. |
| 68 | Providing, fitting fixing, lowering, positioning & resting of submersible pump having capacity of 2000GPH, 45mt. head with single phase motor of required capacity including 40mm dia.30m length (medium class) GI column pipe assembly and delivery bend 90 etc. complete as per direction of the Engineer-in-charge. |
| 69 | Providing, fitting fixing, lowering positioning & resting of 40mm dia. G.I. column pipe (medium class) both end threaded (maximum length of each column pipe is 3mtr. & total 21m long column assembly) including fitting fixing of necessary G.I. socket with submersible pump set by taplon & other compounding materials etc. complete in all respect as per direction of the Engineer-in-charge |
| 70 | Supplying and fitting fixing of M.S.(18 SWG) ‘KIOSK’ (size:-1200mm length x 450mm width x 450mm height)with four side slope roof fitted with 4 Nos.support of 40mm x 40mm (6mm thick) M.S. angle, 1.00 mtr. length from the top level of concrete base embedded in 1:2:4 cement concrete base (size 300mm x 300mm x 500mm) with proper locking arrangement and coated with anti-corrosive paint (both inside and outside) including necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of the Engg. In-Charge. |
| 71 | Supplying and fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, Volt meter & Amp. Meter), 32 Amps Main switch (220 volt) of Havels / BCH/ L&T make including necessary electric wiring in the KIOSK and GI pipe earthling etc. complete as per direction of the Engg. In-Charge. |
| 72 | Construction of cement concrete 1:2:4(1 cement : 2 R/Sand : 4 jhama Brick aggregate 20 mm nominal size) working platform of 1.85 m dia, 15 cm thick with 100 mm thick border of including plastering, net cement punning etc. complete. |
| 73 | Extension of electric service connection within 30 m. length of LT Line including providing and fixing G.I. Pipe of 40 mm dia. TATA medium class of 3.00 mt length fitted in the C.C. block 1:2:4(1 cement : 2 R/Sand : 4 jhama Brick aggregate 20 mm nominal size) of 300 mm x 300 mm x 500 mm. |
| 74 | 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.ii. 150 x 100 mm dia |
| 75 | Providing and fixing of bail plug ( made with 8 mm thick MS sheet ) by welding with blind pipe including applying of anticorrosive bitumastic paint as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge.i. for 200 mm dia ERW pipes |
| 76 | Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification ( IS :2800 (part-I)) and direction of the Engineer - in - charge.ii. 200 mm dia |
| 77 | Providing and fixing of UPVC end cap / well cap suitable for UPVC \"CM\" casing or \"CS\" casing or \"RS\" pipes as per specification and direction of the Engineer - in - charge.iii. 150 mm dia |
| 78 | Providing and fixing safety clamp with submersible pump set as per direction of Engineer-in-charge100 mm dia |
