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| 1 | Earth work in excavation by mechanical means (HydraulicExcavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 2 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - -All work upto plinth level 1:4:8(1Cement:4finesand:8gradedstoneaggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 3 | Random rubble masonry with hard stone in foundation and plinthincluding levellingup with cement concrete 1:6:12 (1 cement: 6 coarsesand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 4 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 5 | Centring and shuttering including strutting,ropping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 6 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 7 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). |
| 8 | Providing and laying cement concrete in plain window sills, fillets etc upto floor five level, excluding the costof centring, shuttering and finishing 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item. |
| 9 | 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. uptofloor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 10 | Centring and shuttering including strutting,ropping etc. andremoval of form for Columns, Pillars, Piers, Abutments, Posts and Struts. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 12 | Centring and shuttering including strutting,ropping etc. andremoval of form for Suspended floors, roofs, landings, balconies and access platform . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 13 | Centring and shuttering including strutting,ropping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 14 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 15 | 12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 16 | Filling available excavatedearth (excluding rock)in trenches,plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth,consolidatingeachdepositedlayerbyramming andwatering, leadup to 50 m and lift upto 1.5 m. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 17 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate) finished with a floating coat of neat cement including cementslurry, but excluding the cost of nosing of steps etc. 40mm thick with 20mm nominal size stone aggregate. complete.by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 18 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick. |
| 19 | Providingandfixingglassstripsinjointsofterrazo/cement concretefloors. 40 mm wide and 4 mm thick. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 20 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by themanufacturer) of 1st conforming to IS :15622 of approved make in all colours, shades, exceptquality laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete. |
| 21 | Providing and fixing Ist quality ceramic glazed wall tilesconforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete |
| 22 | 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. |
| 23 | Plaster drip course/ groove in plastered surfaceor moulding to R.C.C. projections. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 24 | Structural steel work riveted, bolted or welded in built kilogram up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 25 | Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. flats, square or round bars etc. all complete Fixed to steel windows by welding. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 26 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). |
| 27 | Providing and fixing ISI marked flush door shutters conforming toIS: 2202 (Part I) non-decorative type, core of block board construction with frameof 1st class hard wood and well matched commercial 3 ply veneering with verticalgrains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges withnecessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 28 | Providing and fixing panelled or panelled and glazed shutters for d and clerestory windows including ISI marked black enamelled M.Snecessary screws excluding panelling which will be paid for separa 30 mm thick shutters |
| 29 | 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 :250x16 mm. |
| 30 | 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 :150x10 mm. |
| 31 | 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 :125 mm. |
| 32 | Providing and fixing aluminium hanging floor door stopper ISImarked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper . as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item |
| 33 | Colour washing such as green, blue or buff to give an even shade New work (two or more coats) with a base coat of white washing with lime as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 34 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work. |
| 35 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm). |
| 36 | PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/[email protected]/10sqm ofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 37 | PaintingSteel workwithDeluxeMultiSurface Paintto givean even shade. Two or morecoatapplied @0.90 ltr/10sqmover an under coatof [email protected]/10sqmofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 38 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (75 mm diameter ) |
| 39 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (110 mm diameter ) |
| 40 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item Coupler110 mm |
| 41 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conformingIS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°75 mm bend |
| 42 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conformingIS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°110 mm bend |
| 43 | Providing and fixing unplasticised -PVC pipe clips of approved each design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. 110 mm. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 44 | Providing and fixing ball valve (brass) of approved qualitycomplete. High or low pressure with plastic floats. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given 20 mm nominal bore |
| 45 | Providing and fixing watercloset squatting pan(Indian type W.C.pan )with 100mm sand castIronP or S trap, 10 litre lowlevelwhite P.V.C.flushingcisternwithmanuallycontrolleddevice(handlelever)conforming to IS : 7231,with all fittings and fixtures completeincludingcutting and making good the walls and floors wherever required :WhiteVitreouschinaOrissapatternW.C.panofsize580x440mm with integral type foot rests as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given. |
| 46 | WhiteVitreousChinaFlatbackwashbasinsize550x400mm with single 15 mm C.P. brass pillar tap. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 47 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. as per direction of Engineer -in- charge, work to be execuated as per specification a rate of above given (Flexible pipe 32mm dia) |
| 48 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore |
| 49 | Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (external work) 20 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore. |
| 51 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore. |
| 52 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 53 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 54 | Constructing soak pit 1.20x1.20x1.20m filled with brickbatsincluding S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standarddesign. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 55 | Providing and fixing square-mouth S.W. gully trap grade \"A\"\"completewithC.I.gratingbrickmasonrychamberwithwatertight C.I.coverwith frame of 300 x300 mm size (inside) the weight of cover to benotlessthan4.50kgandframetobenotlessthan2.70kg asperstandard design : 100x100 mm size P type With F.P.S. Bricks class designation 75as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 56 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse 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 (1cement :3 coarsesand) 12mm thick finished with a floating coat of neat cement complete as per standard design : as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given (With F.P.S. bricks) |
| 57 | 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 tankas per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 58 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 59 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 60 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 61 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 62 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction. |
| 63 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG. |
| 64 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 65 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item . |
| 66 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 67 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling. |
| 68 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:2:4 (Hand mixed). |
| 69 | 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 medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group B. |
| 70 | 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. (2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire). |
| 71 | 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. (2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wir). |
| 72 | 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) 12 way , Double door |
| 73 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A . |
| 74 | 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. Single pole. |
| 75 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 76 | Supplying and fixing PVC batten/ angle holder including connections etc. as required. |
| 77 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 78 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 79 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 80 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch. |
| 81 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 A socket outlet. |
| 82 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 A socket outlet. |
| 83 | S & F of Sign Board |
