C/O of 1 No. Type-IV Qtrs and 6 Nos Type-III Qtr for P.W.D. staff at Dr RPGMC Tanda (HP) (SH C/O 6 Nos Type-III Qtr for P.W.D. staff Qtrs including Water Supply and Sanitary Installation etc).

Amount

Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of excavation and then retuning the stacked soil in 15cm (Fifteen centimeter)layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Excavation in drains and channels etc; in earth work in all kind of soil, such as pick work, jumper work, pick jumper work, blasting work, hard and soft blasting, saturated soil including chiseling or any other mixed variety of soil, lift upto any heights, stacking the excavated soil for all heights from the edge of excavation and then returning the stacked soil in 15cm (Fifteen centimeter) layer when required into plinths sides of foundations etc. Consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Sand filling under floor including watering, ramming, consolidating and dressing complete as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in foundation footings, bases of columns and mass concrete as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors roofs, landings as per Architectural drawing and the like floor etc. as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in beams cantilevers girders lintels sides and soffits of beams haunchings cantilevers bressumers and lintels upto all depths as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns pillar posts and struts square rectangular polygonal in plan as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters) thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters),so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in stairs cases with slopping or stepped soffits, excluding, landing, as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters) thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in work in edge of slab and breaks in floors and walls upto any thickness as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters)thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters),so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced concrete and plain concrete work in vertical surface such as walls(any thickness) partitions and the like including attached, pilasters, buttresses, plinth and string courses and the like as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete1:6:12 (One cement; Six sand; Twelve graded broken/crushed stone aggregate 40mm (Forty milimetres) nominal size) mechanically mixed and curing complete excluding cost of forms work in foundation and plinth as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:4:8 (One cement; four sand; eight graded broken/crushed stone aggregate 40mm (Forty milimetres) nominal size) mechanically mixed and curing complete excluding cost of forms work in foundation and plinth as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:5:10 (One cement; Five sand; Ten graded broken/crushed stone aggregate 40mm (Forty milimetres) nominal size) mechanically mixed and curing complete excluding cost of forms work in foundation and plinth as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum comprassive strength of 20N/mm square (Twenty Newton per square metre) with cement contents not less than 330 kg (Three hundred thirty kilogram) per cubic meter to give an smooth surfaces mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in foundation, footings, bases of columns and the like mass concreteas directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum compressive strength of 20N/mm square (Twenty Newton per square metre) with cement contents not less than 320 kg (Three hundred twenty kilograms) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves their supports balconies, beams, girder, bressumers and cantilevers as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum compressive strength of 20N/mm square with cement contents not less than 320 kg (Three hundred twenty kilograms) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars posts and struts for all floors heights as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum compresive strength of 20N/mm square with cement contents not less than 320 kg (Three hundred twenty kilograms) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in Stair cases (except spiral stair cases) excluding landings, but including preparing of top surfaces and finishing of nosing upto all floor level as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum compresive strength of 20N/mm square with cement contents not less than 320 kg (Three hundred twenty kilograms) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in vertical walls upto any thickness including attached buttresses, pilaster and their caps and bases and string courses etc; ncluding carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum crushing strength of 20N/mm square with minimum cement contents of 320 kg (Three hundred twenty kilograms) per cubic meter, mechanically mixed and vibrated including curing complete in reinforcement work for reinforced concrete Chhajjas for all thickness in all floor levels up to all heights including finishing the exposed surface with cement mortar 1:3 (One cement : Three sand) to give a smooth and even surface including centering/ form work and curing complete but excluding the cost of reinforcement for reinforced concrete work up to all floors level up to all height ncluding carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and laying Damp Proof Course 100mm (One Hundred milimetres) thick with cement concrete 1:2:4((one cement: two sand: four graded crushed stone aggregate 12.5mm (Twelve decimal five milimetres nominal size) and curing complete, including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Applying a coat of hot bitumen mexphalt 80/100 (Eighty/Hundred) or equivalent using 1.70 Kgs. (one decimal seventy Kilogram’s) per square metre. On Damp Proof Course after cleaning the surface with a place of cloth lightly soaked in kerosene oil; ncluding carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing Tor steel reinforcement for reinforced cement concrete work including bending, binding, straightning and placing in position complete including cost of binding wires complete and other incidentals due for its completion for all floors including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing in Reinforced Cement Concrete work smooth finishing of exposed surfaces with cement mortar 1:3 (One cement: Three sand) for all floors including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement : Six sand : Twelve graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) at plinth level in cement mortar 1:6 (One cement: Six sand) complete, including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Second class brick work using common burnt clay building bricks in super-structure upto all floor level in cement mortar 1:6(One cement: Six sand) including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Second class half brick work using common burnt clay building bricks in super-structure upto all floor level in cement mortar 1:4 (One cement: four sand) including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 12mm(Twelve milimetres) thick preliminated board ISI marked ND-IS12823 both side BWP Phenol bounded exterior/interior grade shutters with 40mm(Forty milimetres) frame of first class deodar wood for doors including bright finished/black enameled iron butt hinges with necessary screws including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 40mm (Forty milimetres) thick second class deodar wood wire gauge shutters using galvanized M.S. wire gauge of IS gauge designation 85 G with wire of 0.56mm (Zero decimal five six milimetres) diameters for doors, windows and clerestory windows including bright finished /black enameled iron hinges with screws including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing cup board shutter made of 19mm (Ninteen milimetres) thick commercial board water proof and termite resistant grade including 25mm (Twenty five millimetres) thick hard wood edging on all sides of the shutters, 1mm (One millimetres) thick lamination of matt finish on exposed outer face and piano hinges complete including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 19mm (Nineteen milimetres) thick water proof and termite registant commercial board its shelves/box for cup board including its shelves and all cut portions of the board shall have 6mm (Six millimetres) thick hard wood edging with butt joints & fixing with nails & screws etc complete including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 8mm(Eight milimetres) thick cement bounded practical board of ceiling of approved quality with butt jointing screws and nails (Frame work to be measured and paid for separately) including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 12mm(Twelve milimetres) thick and 100mm(One hundred milimetres) wide preliminated board pelmet with 25mm (Twenty five milimetres) diameters wooden curtain rod and brackets fixing with 25x3mm(Twenty five into Three milimetres) M.S. flat 10cm (Ten centimeters) long and plugs etc complete in first class deodar wood including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing M.S. Plain Grills of required pattern in frames of windows and ventilators etc with M.S. flats, square or round bars with round headed bolts and nuts etc or by screws including carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing aluminium sliding door bolts anodized transparent or dyed to required colour and shade Pilot/Sheet or equivalent with necessary screws etc; including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

300x16mm (Three hundred into Sixteen milimetres) size

250x16mm (One hundred fifty into Sixteen millimetres) size

Providing and fixing aluminium Tower bolts (Barrel type) anodized transparent or dyed to required colour and shade with necessary screws etc; complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

250x10mm (Two hundred fifty into Ten milimetres) size

150x10mm (One hundred fifty into Ten milimetres) size

Providing and fixing aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etc. including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

125mm (One hundred twenty five milimetres) size

100mm (One hundred milimetres) size

Providing and fixing 150mm (One hundred fifty millimeter) oxidized M.S. double acting spring hinges ISI marked or equivalent with necessary screws etc. complete as per direction Engineer-In-charge including carriage of material within all leads, lifts and other incidentals.

Providing and fixing oxidized 200mm (Two hhundred milimetres) size M.S. hooks and eyes complete with necessary screws etc; complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing 25mm (Twenty five milimetres) thick Kota Stone flooring 55x55cm (Fifty five into Fifty five centimetres) (Mirror polished) with 7.5 cm (Seven decimal Five centimetres) wide uniform colour black mandana/Jaislmer yellow marble band base of cement mortar 1:4(One cement: Four sand)laid over and jointed with Grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and laying heavy duty precast cement concrete 60mm (Sixty milimetres) thick inter locking paver blocks of NTCGTC of equivalent make vibro compacted upto M-50 (M-Fifty) grade including border or kurb block Grey or coloured over sub-base of concrete withn 25mm (Twenty five milimetres) thick average thickness of cement mortar 1:4 (One cement : Four sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks icnludjng curing rubbing and polishing complete (sub-base concrete floor to be paid for separately) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and laying double charged vetrified tiles of Somany/Rak or equivalent 600x600mm (Six hundred into six hundred millimetres) of approved shade and cloured in flooring, treads of steps and landing laid on a bed of 12mm (Twelve millimetres) thick cement mortar 1:3 (One cement : Three sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and laying aspartic ceramic tiles 5.5 mm (Five point five millimetres) thick antiskid of Orien/Somany/Rak or equivalent as per approved shade in flooring 300x300mm (Three hundred into Three hundred milimetres) size in treads of steps laid on a bed of 12mm (Twelve milimetres) thick cement mortar 1:3 (One cement : three sand) finished with flush pointing in white cement upto all floor level including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing mirror polished kota stone slab 25mm (Twenty five millimetres) thick in riser of step , skirting, dado and pillar laid on 12mm (Twelve millimetres) thick cement mortar 1:3(One cement isto Three sand) andjointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing upto all floor level complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing ultra charged 300x300mm (Three hundred into Three hundred milimetres) size vitrified tiles of Nitco/Rak/Kajaria/Orient and Bell in grey/coloured of approved shade in skirting riser of step and dado on 12mm (Twelve milimetres) thick cement mortar 1:3 (1 cement: 3 sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete upto all floor level iincluding carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

White glazed tiles 6mm (Six milimetres) thick of IS quality 30x20cm (Thirty into Twenty centimetres) of Naveen/Somany tiles or its equivalent in skirting risers of steps and dado 12mm (Twelve milimetres) thick cement mortar 1:3 (One cement : Three sand) and jointed with cement slurry including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying 20mm (Twenty milimetres) thick Marble work (table rubbed and polished) in flooring 2.5 cm (Two point five centimetres) thick in cement mortar 1:3 (1 cement:3 sand) including pointing with cement mortar 1:2 (1 White cement : 2 marble dust) with an admixture of pigment to match the marble shade complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 0.60mm (Zero decimal Six Zero milimetres) thick prepainted steel sheet TATA/Shakti or equivalent in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster (RMP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating to back coat of polyster of 5 (Five) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks,bolts and nuts 6mm (Six milimetres) diametres with prepainted limpet and rubber washers complete with all accessories as required including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing valleys 90 cm (Ninety centimetres) over all over all with 0.60mm (Zero decimal Sixty milimetres) thick prepainted sheet Tata/Shakti or equivalent in roofing with hot dipped metallic Zinc coated sheet with top coat of regular modified polyester organic coating of 20 (Twenty)microns primer coating back coat of polyster of 5 (Five) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm (Six milimetres) diametres with prepainted G.I. limpet and bitumen washers complete with all accessories as required including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing ridges or hips 60 cm (Sixty centimetres) over all with 0.60mm (Zero decimal Sixty milimetres) thick prepainted steel sheet Tata/Shakti or equivalent in ridges (Factory made) shall be having proper Gola/Shape of steel sheet Tata/Sakti or equivalent with hot dipped metallic Zinc coated sheet with top coat of regular modified polyester (RNP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating plus back coat of polyester of 5 (Five) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm (Six milimetres) diametres with prepainted G.I. limpet and bitumen washers complete with all accessories as required including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 30cm (Thirty centimeters) wide 30cm (Thirty centimeters) over all semi-circular 0.60mm (Zero decimal sixty milimetres) thick plain G.I. sheet gutter Tata/Shakti or equivalent with iron brackets 40x3mm (Forty into Three milimetres) size bolts and nuts and washers etcetera including making necessary connections with rain water pipe complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing plain B.P. iron black sheet 1.60mm (one decimal sixty millimeter) thick 16 gauge fixed in soffits /ceiling including jointing with gas/electric welding in position complete (frame work is to be measured and laid for separately including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing wind ties of 40mmx6mm (forty millimeter into 6 millimeter) flat iron section complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 100mm (One hundred millimetres) diametres on wall face rain water pipes of 4.5 kgs/sqm (Four point five kilograms per square metre) working pressure class B PVC D-Plast ISI mark of SFMC/Finolex/Relpipe(Reliance) or its equivalent hight denesity pipe for rain water pipe fixed with approved adhesive including filling the joints complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing on wall face P.V.C. acessories for rain water pipes 4/6 kgs/sqm (Four/Six kilograms per square metre) working pressure class B PVC D-Plast ISI mark of SFMC/Finolex/Relpipe(Reliance) or its equivalent high denesity pipe for rain water pipe fixed with approved adhesive including filling the joints complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

100mm (One hundred millimetres) dia PVC Plain bend

100mm (One hundred millimetres) dia PVC Shoe

Providing and fixing M.S. holder bat clamps of approved design to C.I. rain water pipe embedded in and including cement concrete blocks 10x10x20cm of 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm (Twenty milimetres) nominal size and cost of cutting holes and making good the walls etc; including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing angle iron doors frames (Single rebate) manufactured from M.S. angle section of 40x40x5mm (Forty into Forty into Five milimetres) & M.S, flat 50x5mm (Fifty into Five milimetres) as per design and drawing including hinges, jambs, lock jambs beeds if required angles threshold of M.S. angle 50x25mm (Fifty into Twenty five milimetres) welded or rigidly fixed by mechanical means lugs with split ends tails to each jambs i/c steel butt hinges 2.5mm (Two decimal five milimetres) thick with a provision of locking arrangements and shock absorbers including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing angle iron doors frames (Double rebate) manufactured from M.S. angle section of 40x40x5mm (Forty into Forty into Five milimetres) & M.S, flat 50x5mm (Fifty into Five milimetres) as per design and drawing including hinges, jambs, lock jambs beeds if required angles threshold of M.S. angle 50x25mm (Fifty into Twenty five milimetres) welded or rigidly fixed by mechanical means lugs with split ends tails to each jambs i/c steel butt hinges 2.5mm (Two decimal five milimetres) thick with a provision of locking arrangements and shock absorbers including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing M.S. channels in doors and windows frames manufactured from M.S. channels section 75x40mm (Seventy five into Forty milimetres) M.S. flat 75x4mm (Seventy five into Four milimetres)combination as per design drawing including hinges, jambs, beeds if required threshold of M.S. angles lugs, with split ends tails to each jambs including steel butts hinges 2.5mm (Two decimal five milimetres) thick with a provision of locking arrangements shock absorbers as specified and applying coat of approved steel primer after pre-treatment of surfaces including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing standard steel glazed doors, windows and ventilators of standard rolled steel sections joints mitred and welded with 16x3.15mm (Sixteen into Three decimal One Five milimetres) lugs 10cm (Ten centimetres) long embedded in cement concrete blocks 15x10x10cm (Fifteen into Ten into Ten centimetres) size of 1:3:6(One cement: Three sand : Six graded stone aggregate 20mm (Twenty milimetres) nominal size) or with wooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required and iron fittings, including providing and fixing glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of red lead paint including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Fixed steel windows

Top hung ventilators

Providing and fixing factory made double steel shutter windows side hung 1 (One) glazed and other wire gauge) of standard rolled steel section jointing mitered and welded manufactured to relevant ISI standard specification with 16x3.15 (Sixteen into Three point fifteen millimetres) lugs 20cm (Twenty centimetres) long embeded in cement concrete block 1:3:6 (One cement: three sand: Six graded broken/crushed stone aggregate 20mm(Twenty millimeters) with wooden steel plugs iron fitting including providing and fixing of glass pans with special putty of glazed side of shutter and wire gauge of IS designation 85G (Eighty five-G) with metal beading on other side complete including priming coat of red lead paint within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing angle iron cupboard frames manufactured from M.S.Angle iron section 25X25X5mm (Twenty five into Twenty five into Five milimetres) thickness including hinges jamb,lock jamb,beed and if required angle thrashold of mild steel angle 25X25mm (Twenty five into Twenty five milimetres) welded or rigidly fixed by mechanical means,lugs with split end tails to each jamb including steel butt hinges 2.5mm (Two decimal Five milimetres) thick with provision for locking arrangement and shock absorber as specified and applying a coat of approved steel primer after preteatment of the surface including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Steel work welded in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in beams, joists, channels, angles, tees flat with connecting plates of angle cleats in main and cross beams, hips, jack rafters, purlins connect to common rafters and the like including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Steel work welded in built up sections joints composed of beams, joists channels, angles, tees flat with connecting plates or angles, cleat etc. as in trusses, trussed purlins main and cross beams, hips jack rafters, purlins connected to common rafters and the like in building including cutting, fixing, lifting, hoisting and; placing in position complete and applying a coat of red lead paint or equivalent complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing M.S. fan clamps of type-I of 16mm(Sixteen milimetres) diameters M.S. barbent to shape with hooked ends to Reinforced Cement Concrete slab during laying including painting the exposed portion of loop all as per standard design complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Applying priming coat over new steel and other metal surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) and secoured with wire brushes fine steel wool surfaces and sand paper complete with ready mixed paint brushing red lead, red oxide/zinc oxide chrome complete in all respect and including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Painting two coats (excluding priming coat) on new steel and other metal surfaces under coat with ready mixed paint brushing to give an even shade including cleaning the surfaces of all dirt, dust andother foreign matter ready mixed paint other than white including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Applying priming coat with Asian/Nerolac enamel paint or equivalent over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting with ready mixed paint brushing wood primer pink including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Painting two coats (excluding priming coat) on new wood and wood based surface with with Asian/Nerolac enamel paint or equivalent brushing to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering and stoping including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

6mm (Six milimetres) thick cement plasters in ceiling with cement mortar 1:3 (One cement: Three sand) for all heights including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

15mm (Fifteen milimetres) thick cement plaster in single coat on rough side of brick/concrete/ stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. .

15mm (Fifteen milimetres) thick cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

15mm (Fifteen milimetres) thick cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:5 (One cement : Five sand) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

White washing with lime on un-decorated wall surfaces (two or more coats) to give an even shade including thoroughly brooming the surfaces to remove all dirt, dust, mortar, dirt and other foreign matter, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Distempering (two or more coats) with synthetic acrylic oil bound washable distemper with Nerolac/ Asian or equivalant of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth.priming coat with distemper primer including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or equivalent on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing under layer for plinth protection of 75mm (Seventy five milimetres) thick(un-consolidated)bed of dry brick/stone aggregate 40mm (Forty milimetres) nominal sizes well rammed and consolidated and grouted with fine sand including preparation of ground including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing plinth protection 50mm (Fifty milimetres) thick cement concrete 1:3:6 (One cement: Three sand: Six graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) including finishing the top surfaces of concrete smooth including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Construction course rubble hammer dressed ‘U’ shape open surfaces drain with side wall 15x23cms (Fifteen into twenty three centimeters) in cement mortar 1:6 (one cement :six sand) and inside plastering with cement plaster 1:3(one cement :three sand) including earth work and laying 10cm (Ten centimeters) cement concrete in 1:5:10 (One cement: five sand: ten graded) crushed stone aggregate 40mm(Forty millimeters) nominal size and 7.5cm (Seven decimal five centimetres)cement concrete 1:2:4 (One cement: two sand: four graded) crushed stone aggregate 20mm(Twenty millimeters) nominal size and finished with a floating cost of neat cement complete as per standard design including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing railing for stair case having baluster of 40x40mm (Forty into forty milimetres) square hollow M.S. pipe SWG-16 (Sixteen)gauge with a clear height of 85cm (Eighty five centimeters) at the rate 60cm (Sixty centimetres) center to center jointing in cement concrete step and jointing with electric/gas welding at top to hand rail of hollow M.S. rectangular pipe of 60x40mm (Sixty into forty milimetres) (SWG-16) vertical baluster 19x19mm (Nineteen into nineteen millimetres) welded/ jointed with each other with 2 Numbers. M.S. flats of 50x5mm (Fifty into five milimetres) complete as per design and drawing applying coat of red lead paint as per specification including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing polythelene aluminum polythelene PE.AL.PE composite pressure pipe U.V. stabilized with carbon block confirming to I.S. 15450-2004 flow guard/ Hindware/ Cera/Jaquar of star white or equivalent for water supply including clamps at appropriate spacing, cutting fixing and making good the walls etcetera; but excluding the cost of fittings (Internal work) pipes exposed on wall 1216, including filling the joints with approved adhesive complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

1216 (16mm (Sixteen milimetres) O.D. pipe

1620 (20mm (Twenty milimetres) O.D. pipe

Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fitting and clamps including making good the wall, ceiling and floor including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

25mm (Twenty five milimetres) nominal bore

20mm (Twenty milimetres) nominal bore

Providing and placing water tank make P.V.C. SINTEX having capacity of 500 (Five hundred) liters each tank necessary fittings including over flow pipe scour pipe etc and pads required for in let and out let and inside painting ball valve with cover and locking arrangements including painting of good quality complete in all respect including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Making connection of galvanized steel distribution branch with galvanized mild steel main 20mm to 40nmm (Twenty milimetres to Forty milimetres) nominal bore by providing and fixing tees including cutting and threading the pipe complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing in trenches P.V.C. supreme/Kishan/Astral or equvalent pipe class "B" confirming to BS-13592 soil, waste and ventilating pipes fixing with adhesive mixure complete 8/4.6mm (Eight/Four point Six milliemtres) thick including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

110mm (One hundred ten milimetres) nominal size diametres

75mm (Seventy five milimetres) nominal size diametres

Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawal plugs etc. complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

110mm (One hundred ten milimetres) nominal size diametres

75mm (Seventy five milimetres) nominal size diametres

Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

110mm (One hundred ten milimetres) nominal size diametres

75mm (Seventy five milimetres) nominal size diametres

Providing and fixing P.V.C. tees medium class, ISI marked including fixing with approved adhesive including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing PVC double equal branch with oval access door, insertion rubber washer 3mm (Three millimetres) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc; complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing P.V.C. Collar ISI marked including fixing with approved adhesive complete, including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing P.V.C. heal rest ISI marked including filling the joints with including fixing with approved adhesive including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing P.V.C. Supreme/ Kishan/Astral or equivalent cowl ISI marked including fixing with approved adhesive complete, including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing PVC plain “Y" junction ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

110mm (One hundred one milimetres) diametres

75mm (Seventy five milimetres) diametres

Providing and fixing 110x75 mm(One hundred ten into seventy five millimetres) ISI marked PVC floor trap of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing Hind ware ISI marked big size No. 2004 or equivalent in white colour vitreous china water closet squatting pan (India type W.C. pan) size 580x400mm (Five hundred eighty into Four hundred milimetres) Orissa pattern (earth work, bed concrete, foot rest and trap to be measured and paid for separately) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing sand cast iron 100mm (One hundred milimetres) size P or S traps for water closet (squatting pan) including jointing the trap with pan and soil pipe in cement mortar 1:1 (One cement : One sand) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 10.00 Ltrs (Ten litres) capacity PVC low level flushing cistern Item No 502 IS marked No. 7231 with a pair of C.I. or M.S. brackets with fittings such as lead valve less siphon, 15mm (Fifteen milimetres) nominal size brass ball valve with polythene float, C.P. brass handles, unions and couplings for connection with inlet, outlet and over flow pipe, 40mm (Forty milimetres) diametres C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (over flow pipe to be measured and paid for separately) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing vitreous china wash basin No. 1025 (Clair) or Cera Hindware or equivalent 55x40x80cm( Fifty five into Forty into Eighty centimetres) with single hole for pillar tap with capstan including C.I. or M.S. brackets, painted white including cutting holes and making good the same with pedstal but excluding fitting including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing G.I. inlet connection ISI marked for flush pipe with W.C. pan with necessary fitting complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing flat back 550x400 (Five hundred fifty into four hundred) Cera or Hindwre vitreous china wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittings, including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 610x510mm (Six hundred ten into Five hundred ten millimetres) depth of 200mm (Two hundred millimetres) Hindware/Cera/Jaquar of star white or equivalent stainless steel kitchen sink with drain board super deluxe 6321 with C.I. or M.S. brackets painted white including cutting holes in walls and making good the same but excluding the cost of fitting completeincluding carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 32mm (Thirty two milimetres) nominal dia ISI marked rubber plug for wash basin sink, etc; including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 32mm (Thirty two milimetres nominal size) diameters ISI marked M.I. union for wash basin or sink including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 32mm (Thirty two milimetres nominal size) dia PVC waste pipe for wash basin or sink complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 32mm (Thirty two milimetres) nominal dia C.P. brass waste for wash basin or sink etc; (Heavy duty makes ISI marked is No. 8931 & 8934); including necessary fitting complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 32mm (Thirty two millimetres) nominal size ISI marked C.P. bottle trap of approved quality and colour for wash basin or sink complete, including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 100mm (One hundred milimetres) diametres C.P. grating (Heavy duty makes ISI marked is No. 8931 & 8934) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing flat back 600x450mm (Six hundred into forty hundred fifty milimetres) ISI marked beveled edge mirror or superior glass mounted on 6mm (Six milimetres) thick A.C. sheet or ply wood sheet and fixed to wooden plugs with C.P. brass and screws and washers, including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 600x20mm (Six hundred into Twenty milimetres) C.P. brass ISI marked Towel rail complete with C.P. brass brackets fixed to wooden plugs with C.P. brass including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 600x120mm (Six hundred into One hundred twenty milimetres) ISI marked glass shelf with C.P. brass. ISI marked (Heavy duty) brackets and guard rail complete fixed to wooden plugs with C.P. brass screws complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing two hole basin mixing faucet ISI marked complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing chromium plated (Heavy duty makes ISI marked is No. 8931 & 8934) brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. brass screws including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 100mm (One hundred milimetres) diameters C.P. brass.(Heavy duty ISI marked ) shower rose with 15mm (Fifteen milimetres) or 20mm (Twenty milimetres) inlet including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge.

Providing and fixing 15mm (Fifteen millimetres) nominal bore chromium plated brass ISI marked No. 8934) bib tap E 58 (Eighty eight) necessary fiiting complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 15mm (Fifteen milimetres) diametres ISI marked C.P. brass pillar tap with capstan bead necessary fiiting complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 15mm (Fifteen milimetres) diameters ISI marked C.P. (Heavy duty makes ISI marked is No. 8931 & 8934) stop cock complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 15mm (Fifteen milimetres) nominal bore P.V.C. connection pipe ISI marked with brass union 45cm (Forty five Centimeters) length including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 15mm (Fifteen milimetres) nominal bore ISI marked brass full way valve with wheel complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 15mm brass angle valve without nut and pipe ISI marked complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 15mm (Fifteen milimetres) nominal bore brass valve (Horizontal plunger type) high pressure with copper plate including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing Grab bar chromium plated 40mm (forty millimetres) dia 300mm (three hundred millimetres) size long steel pipes at 78 cm (Seventy eight centimetre) height with MS plate as per detail and as the position of seat and wash basin complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 160mm (One hundred sixty millimetres) nominal bore/diameters to level or slopes PVC pipe for sewerage line including joint with approved adhesive mixture , including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Construction manhole with R.C.C. top slab in 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) foundation concrete 1:4:8(One cement: Four sand: Eight graded crushed/broken stone aggregate 40mm(Forty milimetres nominal size) inside plastering 15mm (Fifteen milimetres) thick with cement mortar 1:3 (One Cement: three sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) finished smooth complete including curing and testing inside size 800x800mm (Eight hundred into Eight hundred milimetres) 500mm(Five hundred milimetres) deep, including C.I. cover with frame (light duty single seal pattern -I) 450x610mm (Four hundred fifty into six hundred and ten milimetres) internal dimensions total weight of cover and frame to be not less than 38 Kgs (Thirty eight kilograms) weight of cover 23Kgs (Twenty three kilograms) and weight of frame 15 Kgs (Fifteen kilograms) with 300mm (Three hundred milimetres) thick walls of squared rubble masonry coursed with hard stone of approved quality in cement mortar 1:3 (one cement: three sand) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Construction manhole with R.C.C. top slab in 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) foundation concrete 1:4:8(One cement: Four sand: Eight graded crushed/broken stone aggregate 40mm(Forty milimetres nominal size) inside plastering 15mm ( Fifteen milimetres) thick with cement mortar 1:3 ( One Cement: three sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm(Twenty milimetres nominal size) finished smooth complete including curing and testing inside size 800x800mm (Eight hundred into Eight hundred milimetres) 1.00 mtrs(One metre) deep, including C.I. cover with frame (light duty single seal pattern -I) 455x610mm (Four hundred fifty five into six hundred and ten milimetres) internal dimensions total weight of cover and frame to be not less than 38 Kgs (Thirty eight kilograms) weight of cover 23Kgs(twenty three kilograms) and weight of frame 15 Kgs (Fifteen kilograms) with 300mm (Three hundred milimetres) thick walls of squared rubble masonry coursed with hard stone of approved quality in cement mortar 1:3 (one cement: three sand) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Constructing brick masonry chamber for under ground C.I. inspection chamber and bends with common burnt clay building bricks in cement mortar 1:5(One cement: Five sand) C.I. cover with frame(light duty) 455x610mm(Four hundred fifty five into Six hundred ten milimetres)internal dimensions total weight cover and frame to be not less than 38Kgs (Thirty eight Kilograms) weight of cover 23 Kgs (twenty three kilograms)and weight of frame 15 Kgs (Fifteen kilograms) RCC top slab with 1:2:4 (One cement: Two sand: Four graded crushed stone aggregate 20mm (Twenty milimetres nominal size) foundation concrete 1:5:10 (One cement: Fiver sand: Ten graded crushed/broken stone aggregate 40mm(Forty milimetres nominal size) inside plastering 15mm ( Fifteen milimetres) thick with cement mortar 1:3 ( One Cement: three sand) finished with a floating coat of neat cement on walls and bed concrete etc. complete inside dimensions 455x610mmx450mm (Four hundred fifty five into Six hundred ten into Four hundred fifty milimetres) deep including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 150x100mm (One hundred fifty into One hundred milimetres) size P or R type stoneware gully trap grade 'A' complete with C.I grating, brick masonry chamber in cement mortar 1:5 (One cement : Five sand) and water tight C. I. cover with frame of 300x300mm (Three hundred into Three hundred milimetres) size (inside) the weight of cover to be not less than 4.53 kgs (Four decimal Five Three kilograms) and frame to be not less than 2.72 kgs (Two decimal Seven Two kilograms) including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 (One Cement: Five Sand :Ten graded crushed stone aggregate 40mm (Forty millimetres) nominal size bedding for pipes of the 160mm (One hundred sixty millimetres) following internal diametres, necessary form work and curing complete including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

SUNIL DUTT DHIMAN