Construction of I.T.I building Talwar at Lahroo (Balakrupi) Tehsil- Jaisinghpur, Distt.Kangra, (H.P.)

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-in-charge, within all leads, lifts of materials 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- in-charge, within all leads, lifts of materials 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 within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 windows sills, cornices, arches, moulding, corbelling including curved surfaces where ever required as per Architectural drawing and the like floor etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 vertical surface such as walls (any thickness) partitions and the like including attached pilasters buttress, plinth and string courses and the like within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 including mouldings, cornices etc; within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 window sills, cornices, arches corbelling including curved surfaces where ever required sides and soffits of beams haunchings cantilevers bressumers and lintels upto all depths within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 under any thickness within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing from work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng for all heights/depths and removal of the same for insitu reinforced concrete and plain concrete work in Arches upto all span within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying cement concrete1:5:10 (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 within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying cement concrete1:4:8 (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 within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 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 concrete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 310 kg (Three hundred ten kilogram) 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 including mouldings, cornices etc; within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 310 kg (Three hundred ten kilogram) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in vertical walls including attached buttresses, pilaster and their caps and bases and string courses etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 310 kg (Three hundred ten kilogram) 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 within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 310 kg (Three hundred ten kilogram) 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 within all leads, lifts of materials and other incidentals.

Providing and laying upto floor level reinforcement concrete work M-20 (M-twenty) mix design to obtain the minimum crushing strength of 20N/mm square with minimum cement contents of 310 kg (Three hundred ten kilogram) michanically mixed and virated to give smooth and even surfaces including centring and shuttering etc. but excluding the cost of reinforcement as in mouldings as in cornices, window sills etc not exceeding 15cm (Fifteen centimetres) in girth as per drawing and design complete upto floor all level within all leads, lifts of materials and other. Incidentals and as per approved drawing, design and as directed by the Engineer- in-charge.

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

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

Providing and laying cement concrete work of grade M-25 (M- twenty five) mix design to obtain the minimum crushing strength of 25N/mm square with minimum cement contents of 310 kg (Three hundred ten kilogram) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in walls including attached buttresses, pilaster and their caps and bases and string courses etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying cement concrete work of grade M-25 (M- twenty five) mix design to obtain the minimum crushing strength of 25N/mm square with minimum cement contents of 310 kg (Three hundred ten kilogram) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in walls (any thickness) but not less than 0.1 mt ( zero point one mtr) thickness including attached buttresses, pilaster and their caps and bases and string courses etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying cement concrete work of grade M-25 (M- twenty five) mix design to obtain the minimum crushing strength of 25N/mm square with minimum cement contents of 310 kg (Three hundred ten kilogram) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in walls suspended floors, roofs, landings, shelves their supports balconies, beams, girder, bressumers and cantilevers including mouldings, cornices etc; within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying cement concrete1:2:4 (One cement:two sand: four graded broken/crushed stone aggregate 40mm (Forty milimetres) nominal size) mechanically mixed and curing complete excluding cost of forms work in foundation and plinth within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Second class brick work using common burnt clay building bricks upto any floor level in 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.

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

Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth (in building) including rakcking out joints with cement mortar 1:6 (One cement : Six sand) and curing complete within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer- in-charge.

Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth ( in septic tank walls) including rakcking out joints with cement mortar 1:3(One cement : three sand) and curing complete within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer- in-charge.

Randam rubble masonry /poligonal rubble masonry (un-coursed/ brought to courses) with hand stone of approved quality in foundation and plinth in cement mortar 1:6 (one cement : six sand ) including leveling up with cement concrete 1:6:12 (one cement : six sand : twelve graded crushed stone agg. twelve mm nominal size) and curing complete within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer- in-charge.

Sand filling under floor including watering, ramming, consolidating and dressing complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Stone fillng tightly hand packed under floor complete 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 12mm thick (twelve milimetre) pre-laminated board Centuary /Asam or its equivelent both side bwp phenol bonded exterior/ interior grade matt finished ISI marked No. I.S. - 12823 for Panels of door shutter as per approved shade design drawings and specification complete 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 12mm thick (twelve milimetre) water proof ply wood Centuary /Asam or its equivalent I.S.I marked No. I.S. -303 for Panels of toilet door shutter as per approved shade, drawing, design and specification complete 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 12mm thick (twelve milimetre) water proof ply wood Centuary /Asam or its equivalent I.S.I marked No. I.S.- 303 for Panels of duct door shutter as per approved shade, drawing, design and specification complete 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 6mm (Six milimetres) thick ply wood Centuary /Asam or its equivalent lining with butt jointing and nails (frame work and cover fillets to be measured and paid for separately) 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 19mm (Ninteen milimetres) thick commercial board water proof termite resistant commercial board of Centuary /Asam or its equivalent ISI marked No. 1659 and all cut ortion of the shutter have 6mm (Six milimetres) thick hard wood edging and the out side shutter of cup-board shall be finished with 1mm (One milimertre) thick lamination ISI marked No. 12823 and approved shade and sample of Kitvista of Kit Ply or its equivalent 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 19mm (Ninteen milimetres) thick commercial board Centuary /Asam or its equivalent in shelves/box for cup-board with butt joints and fixing withnails and screws etcetra complete and all the cut portion of the baord shall have 6mm (Six milimetres) thick hard wood edging 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 12mm (Twelve milimetres) thick preliminated board Centuary /Asam or its equivalent 100mm(One hundred milimetres) wide pelmet including 20mm (Twenty milimetres) dia aluminium curtain rod and barackets within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer- in-charge.

Providing and fixing M.S. Grills of required pattern in steel frames of windows and ventilators etcetera with M.S. flats, square or round bars with round headed bolts and nuts etcetera. Or by screws within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer- in-charge.

Providing and fixing 1.00 mm (one milimetre) thick coloured or plain lamination sheet (sunmica) on board/ply wood sheets with approved adhesive and nails etc. complete within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer- in-charge.

Providing and fixing partical board (bwp phenol bonded exterior / interior grade) 8mm (eight milimetre) thick bonded board ceiling within all leads, lifts of materials and other incidentals, as per drawing & design and as directed by the Engineer- in-charge.

Providing and fixing matt finished aluminium sliding door bolts make of PILOT/ SHEEL or its equivalent anodized transparent or dyed to required colour and shade with necessary screws etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge. i)300x16mm (Three hundred into Sixteen milimetres) size

250x16mm (Two hundred fifty into Sixteen milimetres) size

Providing and fixing matt finished anodized aluminium Tower bolts (Barrel type) make of PILOT/ SHEEL or its equivalent anodized transparent or dyed to required colour and shade with necessary screws etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge. i)200x10mm (Two hundred into Ten milimetres) size

Providing and fixing aluminium handles make of PILOT/ SHEEL or its equivalent anodized transparent or dyed to required colour and shade with necessary screws etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge. i) 125mm (One hundred twenty five milimetres) size

100mm (One hundred milimetres) size

Providing and fixing 125mm (One hundred twenty five milimetres) PTMT door handle in wood colour No. 201 fixed with steel screws of rayal polymens or its equivalent as per approved drawing, design 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 100mm (One hundred milimetres) bright finished brass door stoper with rubber cushion screws etc ISI mark make of PILOT/ SHEEL to suit shutter thickness cmoplete 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 cup-board shutter magnetic catchers make of UNIVERSAL/HARISON or equivalent with necessary screws etcetra; 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 65x35mm (Sixty five into Thirty five milimetres) special quality bright finished brass cup-board locks or ward robe locks with six levers make of UNIVERSAL/HARISON or equivalent including necessary screws etcetra complete (Indian make of approved quality) 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 150mm (One hundred fifty milimetres) size M.S. hooks and eyes complete 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 150mm (One hundred fifty millimeter)size double acting hydraulic floor spring of approved brand with necessary screw etc. complete including carriage of materials within all leads and lifts and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and fixing good quality "DORMA"/GP/MERCY or its equivalent door closer with necessary screw etc. complete within all leads and lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

40mm (Forty milimetres) thick cement concrete flooring 1:2:4(One cement: Two sand : Four graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) laid in one layer finished with a floating coat of neat cement within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer- in-charge.

20mm (Twenty milimetres) thick cement plaster skirting (upto any hgiehts) with cement mortar 1:2 (One cement : Two sand )finished with a floating coat of neat cement including rounding of junction with floor 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 2mm thick (Two millimeters) PVC antiskid venyl plain or colored , curbed or mosaic/metalled finished laid with approved adhesive on sub floor (damp proofing treatment to be paid separately) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying spartic ceramic tiles 5.5mm (Five point five milimetres) thick in flooring 300x300mm (Three hundred into three hundred milimetres) size of NITCO/KAZARIA/SOMANY or equivalent of approved shade and sample in treads of steps laid on a bed of 12mm (Twelve milimetres) thick cement mortar 1:3 (One cement : three sand) jointing with cement slurry mixed wityh pigment to matlch the shade of tiles within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer- in-charge.

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

Providing and laying 55x55 / 27.5x55 cm size (fifty five into fifty five / twenty seven point five into fifty five ) kota stone slab flooring 20mm (twenty milimetres) average thick on 20mm (twenty milimetres) thick base of cement mortar 1:4(One cement: Four sand)laid over and jointed with Grey cement slurry mixed with pigment to matcvh the shade of the slab including rubbing and granite polish finish complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying kota stone skirting 25mm (twenty five millimetre) thick laid on a bed of 12mm (twelve millimetre) avarage thickness of cement morter 1:3 (one c & three sand) laid over and jointed with gray cement slurry mixed with pigment to match the shade of skirting including rubbing and granite polish finish complete 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 40mm (Forty milimetres) wide and 4mm (Four m,ilimetres) thick glass strips in joints of terrazzo floors within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and laying 20mm (twenty millimetre) thick Baroda green/Jaisalmer Yellow marble work (table rubbed and polished) in flooring 20mm thick (twenty millimetre) base in cement mortar 1:3 (one cement : three sand) including jointing with cement mortar 1:2 (one white cement : two marble dust) with and admixer of pigment to match the shade of the marble 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 0.60mm (Zero decimal Six Zero milimetres) thick prepainted sheet 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) micronsover over 5(five micron) 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 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 ridges or hips 60 cm (Sixty centimetres) over all with 0.60mm (Zero decimal Six zero milimetres) thick prepainted sheet roofing with hot dipped metallic Zinc coated sheet with top coat of regular modified polyester (RMP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating to 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 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 valleys 60 cm (Sixty centimetres) over all over all with 0.60mm (Zero decimal Six zero milimetres) thick prepainted sheet roofing with hot dipped metallic Zinc coated sheet with top coat of regular modified polyester organic (RMP) coating of back coat of polyster of 5 (Five) microns over 5 (Five) microns primer coating to back coat of polyester of 5 (Five) microns over 5 (Five) microns over 5(five) micron 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 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 plain B.P. iron sheet 1.66mm (one decimal six six 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 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 100mm (One hundred milimtres) diameter on wall face unplastred P.V.C.-D-plast or its equivalent high density pipes 6kg f/cm2 working pressure class-B (conforming to IS-4985-2000) for rain water pipes fixing with aproved adhesive mixture complete with fitting with in all leads, lifts of materials and other incidentals as per approved design, drawing and as directed by the Engineer- in-charge.

Providing and fixing on wall face P.V.C. (D-plast) or its equivalent 6kg f/cm2 working pressure class-B (conforming to IS -4985-2000) acessories for rain water pipes including filling the joints with approved adhesive complete and within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge i).100mm (One hundred milimtres)diameteres PVC (D-plast) or its equivalent Plain bend

Providing and fixing M.S. holder bat clamps of approved design to H.D.P. rain water pipe 100mm (one hundred milimetres) diametres 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; 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 30cm wide (thirty centimetre) and 90 cm (ninety centimetre) overall semicircular plain G.I. sheet gutter without iron brackets but including bolts and nuts and washer etc. including making necessary connection with rain water pipe complete as per design wring 0.80 mm (zero point eight zero millimetre) THICK SHEET 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 railing for stair case having baluster of 19x19mm (nineteen into nineteen milimetres) and 12mm (Twelve milimetres) M.S. flat/ M.S. solid square bars with a clear height of 85cm (Eighty five centimetres) at the rate of 60 cm (Sixty centimetres) centre to centre jointing in cement concrete step and jointing with electric/gas welding at top alongwith hand rail of hard wood 75x65cm Seventy five into sixty five centimetres) vertical ballusters welded jointed with each other with 2 Nos (Two numbers) M.S. flat of 40x6mm (Forty into Six milimetres) complete with applying 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 doors frames (single rebate) manufactured from M.S. angle section of 40x40x4mm (forty into forty into four milimetre) and M.S. flat 50x4mm (fifty into four milimetre) as per design and drawing including jambs, lock jambs, beeds if required angles thrashold of M.S. angle 50x25mm (fifty into twenty five milimetre) welded or rigidly fixed by mechanical means lugs with split ends tails to each jambs including steel butt hinges 2.5mm (two decimal five milimetre) thick with a provision for locking arrangements and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surfaces as directed by the Engineer-in-charge.

Providing and fixing angle iron doors frames (single rebate) (Duct door) manufactured from M.S. angle section of 50x50x5mm (fifty into fifty into five milimetre) and M.S. flat 50x4mm (fifty into four milimetre) as per design and drawing including jambs, lock jambs, beeds if required angles thrashold of M.S. angle 50x25mm (fifty into twenty five milimetre) welded or rigidly fixed by mechanical means lugs with split ends tails to each jambs including steel butt hinges 2.5mm (two decimal five milimetre) thick with a provision for locking arrangements and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surfaces as directed by the Engineer-in-charge.

Providing and fixing M.S. channels in doors and windows frames manufactured from M.S. channels section 75x40x4mm (Seventy five into Forty into Four milimetres) and 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 50x25mm (Fifty into Twenty five milimetres) welded or rigidly fixed by mechanical means, 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 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 steel glazed doors, windows and ventilators including frame of channel ISLC-75 (seventy five) flapped with MS flat 50x6mm (fifty into six millimeters) and shutters of standard rolled steel sections, joints, mitered and welded with 16x3.15mm (sixteen into three point one five millimeters) lugs, 10cm (ten centimeters) long, embedded n cement concrete blocks 15x10x10cm (fifteen into ten into ten centimeters) size of 1:3:6 (one cement : three sand : six graded crushed stone aggregate 20mm (twenty millimeters) nominal size) or with wooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required including iron fittings such as handles, tower bolts etc. and providing and fixing of glass pans 4mm (four millimeters) thick with glazing clips and special metal sech putty of approved make complete including applying a priming coat of red lead paint as per HPPWD specifications or as directed by the Engineer-in-charge, including carriage of materials within all leads, lifts and other incidental. The rate inclusive of royality, malkhana, octroi, toll tax, sales tax or any other taxes imposed by the Government.

Side hung windows

Top hung windows

Providing and fixing factory made double steel shutter windows side hinge (one glazed and other wire gauge ) of standard rolled steel section jointing metered welded with manufactured to relevant ISI standard specification with 16x3.15mm (Sixteen into three point one five millimeters) lugs 20cm (twenty centimeters) long embedded in cement concrete block 1:3:6 (one cement : 3 sand : 6 graded crushed stone agg. 20mm (twenty millimeters) with wooden/steel plugs and screws or rawl plugs screws or with fixing clips or with bolts and nuts as required and iron fitting , including providing and fixing of glass pans with special putty of glazed side of shutter and wire gauge of IS designation 85G with metal beading on other side complete including priming coat of red lead paint

Supply and fixing rolling shutters of approved make made of 80x1.25mm (Eighty into one point two five millimeters) M.S. laths interlocked together through the as entire length and joined together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and aggrangements for inside and outside locking with push pull operation complete but excluding the cost of the top cover and spring 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 27.5 cm (twenty seven point five centimeters) long wire spring grade No. 2 for rolling shutters 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 top cover for rolling shutter having width below 3.5 mtr. (three point five metre) complete 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 ball bearing for rolling shutter complete in all respect 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 M.S. post of 10 cm (Ten centimetres) dia (heavy duty) embeded in C.C. 1:2:4 (one cement : two sand : four graded crushed stone ) block size 45x45x5 cm (forty five into forty five into five centimeters) welded with base plate from bottom end and welded with steel member using gusset plate at top end in all respect within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge

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 within all leads, lifts of materials and other. Incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Steel work welded in built up sections trusses and framed work, including cutting, fixing, lifting, hoisting and; placing in position complete and applying a coat of red lead paint in gratings framed gaurds, bars, ladders, railing, brackets and similar work, within all leads, lifts of materials and other. Incidentals. as per approved drawing, design and as directed by the Engineer-in-charge.

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

Applying priming coat 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 within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Painting two or more coats (excluding coat) on new wood and wood based surface with enamel paint other than white to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering and stoping within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Polishing two or more coats with franch polish on new wood and wood based surface to give an even surface i/c cleaning the surface of all dirt, dust sand paper within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing water proofing treatment in depressed slabs shall be done with Dr. Fixit pldilite water proof coating shall be done in two coats apply first coat of Dr. Fixit-Fast flox to the clean and saturated surface malntaing a coverage of 6-7 sq ft. (0.60 sqm) per kg. to achieve 1mm (one millimeter) thickness, this coating shall also be extended upto 300mm (three hundred millimeters) vertically. The second coat shall be applied in opposite direction after 4-6 hr. of application of first coat then sprinkle sand on top surface of applied Dr. Fixit Fast flex while still tacky over the second coat. Then apply cement mortar 1:4 (1 cement : 4 sand) admixed with pidlproof LW over the floor with suitable gradient words drain water while the second coat of Dr. Fixit is till tacky.

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

20mm (twenty milimetres) thick plain cement mortar flush bands upto 300mm (three hundred milimetres) in cement mortar 1:4(One cement: four 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 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 1:3(One cement: three sand) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

White washing with lime on undecorated ceiling (Two or more coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar droppings and other foreign matter including carriage of materials within all leads, lifts and other incidentals.

White washing with lime on undecorated wall surface (two or more coats) to give an even shade i/c throughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter including the surface even and sand paper smooth and carriage of materials within all leads, lifts and other incidentals.

Painting two or more coats make of Asian/Nerolac paint or its equivalent coats excluding priming coat with synthetic enamel (satin) paints of approved brand and manufacture for interior grade on un-decorated concrete/ stone /plastered wall surfaces to give an even shade including thoroughly brushing the surfaces free from mortar dropping and other foreign matter and sand papered smooth including applying of putty as required for metting the surfaces within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer- in-charge.

Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Applying priming coat make of Asian/Nerolac paint or its equivalent on new concrete/masonry/asbestos cement/plastered surfaces after and including preparing the surface by thoroughly cleaning oil,grease,dirt and other foreign matter and sand papering as required with ready mixed primer with within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing synthetic Distemper of (Asian/Nerolac paint) (Two or more coats) with oil bound washable distemper of approved brand make of Asian/Nerolac paint or equivalent and manufacture and of required shade on un-decorated wall surfaces to give an even shade over and incuding a priming coat with distemper primer of ap-proved brand and manufacture after thoroughly brushing the surface free from mortar droppings and also including preparing the surface even and sand papered smooth primer coat with distemper primer within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Finishing wall with water proofing cement paint make of Asian/Nerolac or its equivalent and of required shade on un-decorated wall surfaces(two or more coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads, lifts of materials 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 milimertres) nominal sizes well rammed and consolidated and grouted with fine sand including preparation of ground within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

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 within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Construction of cement concrete covered drain in cement concrete 1:3:6 (one cement : three sand : six graded stone aggregate 20mm (twenty millimeters) nominal size including shuttering and earth work and cast in situ reinforced cement concrete slab over drain and cement concrete flooring 1:2:4 (one cement : two sand : four graded stone aggregate 20mm (twenty millimeters) nominal size and finished with a floating coat of neat cement complete as per standard drawing, design with in all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and fixing to wall, ceiling and floor galvanized mild steel tubes (medium grade) tube fitting and clamps including making good the wall, ceiling and floors complete, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

20 mm diameters.

40 mm diameters.

Providing and fixing polythene aluminum polythene (PE-AL-PE) composite pressure pipe U.V. stabilized with carbon block confirming to I.S. 15450-2004 for water supply of "KITEC" make or its equivalen. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.2025 (25mm O.D.) pipe

1620 (20mm O.D) pipe

Making connection of glavanised mild steel distribution brach with galvanised mild steel main 20mm to 40mm nominal bore by providing and fixing tee including cutting and threading the pipe complete, 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 in trenches 9 kg f /sqcm (nine kg) working pressure Class-C unplastrszed) P.V.C.-D-plast or its equivalent high density pipe (conforming to IS-15328-2003) soil waste and ventilating pipe fixing with approved adhesive mixture complet with fitting (earth work to be measured and paid seperately with in all leads, lifts of materials as per approved drawing, design and as directed by the Engineer- in-charge. i) 100 mm nominal bore/ diameters)

150 mm nominal bore/ diameters)

Providing and fixing PVC (D-plast) or its equivalent holder bat clamps including steel bolts to PVC pipe embedded in cement concrete blocks of 100x100x100mm (One hundred into one hundred into one hundred millimeters) size 1:2:4 (1 cement : 2 sand : 4 graded) stone aggregate 20mm (twenty millimeters) nominal size including cost of cutting holes and making good the walls complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge. i)100 mm nominal bore/ diameters)

150 mm nominal bore/ diameters)

Providing and fixing P.V.C (D-plast) or its equivalent 9kg f/cm2 (Nine kilogramme) working pressure class-C high density (conforming to IS 15328-2003) accessories , Plain bend complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.150 mm nominal bore/ diameters)

100 mm nominal bore/ diameters)

Providing and fixing PVC (D-plast) or its equivalent 9kg f/cm2 (Nine kilogramme) working pressure class-C high density (conforming to IS 15328-2003) Tees medium class complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.150 mm nominal bore/ diameters)

100 mm nominal bore/ diameters)

Providing and fixing PVC (D-plast) or its equivalent 9kg f/cm2 (Nine kilogramme) working pressure class-C high density (conforming to IS 15328-2003) heal rest i/c filling the joints with approved adhesive mixure complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge. i)150 mm nominal bore/ diameters)

100 mm nominal bore/ diameters)

Providing and fixing PVC (D-plast) or its equivalent 9kg f/cm2 (Nine kilogramme) working pressure class-C high density (conforming to IS 15328-2003) collar complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge. i)150 mm nominal bore/ diameters)

100 mm nominal bore/ diameters)

Providing and fixing PVC (D-plast) or its equivalent 9kg f/cm2 (Nine kilogramme) working pressure class-C high density (conforming to IS 15328-2003) cowl complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

150 mm nominal bore/ diameters)

100 mm nominal bore/ diameters)

Providing and fixing 100mm (One hundred millimeters) nominal size /diameter P.V.C -D-plast or its equivalent 9kg f/cm2 (Nine kilogramme) working pressure class-C high density (conforming to IS 15328-2003)floor trap i/c filling the joints with adhesive complete, 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 IS marked of "HINDWARE"/CERA/PARRYWARE or equivalent in white colour vitreous china water closet squatting pan (Orrisa type W.C. pan No. 20004) size 580x440mm (Five hundred eighty into four hundred forty millimeters) earth work, bed concrete, foot rest and trap to be measured and paid for separately, 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 HINDWARE/CERA/PARRYWARE or its equivalent vitreous china wash down closet (European type W.C. pan No. 2090) ordinary closet with internal P or S trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement : 1 sand ) seat and cover to be measured and paid for separately, 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 C.P. 40mm (forty millimeters) aid steel pipe grab bars at 78 cm (Seventy eighty centimeters) height with M.S. plate as the position of seat and wash basin in toilet of disabled persons, 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 PVC low level flushing cistern No. 502 of 10.00 Ltrs capacity ISI marked with a pair of C.I. or M.S. brackets with fittings such as lead valve less siphon, 15mm nominal size brass ball valve with polythene float, C.P. brass handles, unions and couplings for connection with intlet, outlet and over flow pipe, 40mm diametres C.P. flush bend including cutting hokes 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, 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 PVC (D-plast) 100mm size P or S traps for water clsoet (squatting pan) including jointing the trap with pan and soil pipe in cement mortar 1:1 (one cement : one sand) , 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 plastic seat (solid/ hollow type and cover for wash down water closet with C.P. brass hinges and rubber butters (black and white plastic seat and cover) complete 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 vitreous china bowl pattern urinal No. 6001 "HINDWARE"/CERA/PARRYWARE or its equivalent i/c connecting the urinal with waste pipe by means of white lead mixe with chopped hemp. Flat back type of size 430x260x350mm (Four hundred thirty into two hundred sixty into three hundred fifty millimeters) complete 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 600x330 mm (Six hundred into three hundred thirty millimeters) vitreous china of "Cera"/Hindware/Parryware make or its equivalent division plate for urinals complete 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 flat back 550x400mm (Five hundred fifty into four hundred millimeters) size vitreous china wash basin (Cera/Hindware/Parryware make of its equivalent ) with single hole No. 10001 for pillar tap, complete 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 600x450mm stainless steel kitchen sink with drain board with C.I. or M.S. brackets white including cutting holes in walls and making good the same but excluding the cost of fitting complete 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 vitresou china pedestal of "Cera"/Hindware/Parry Ware make or its equivalent for wash basin having at the back for the resption of pipe and fittings, complete 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 32mm (Thrity two millimeters) nominal size diameter rubber plug for wash basin complete 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 32mm (Thrity two millimeters) diameters P.V.C (D-Plast) or its equivalent waste pipe for wash basin or sink complete with accesory, 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 32mm (Thrity two millimeters) diameters M.I. union for wash basin or sink 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 100mm (one hundred millimeter) diameters C.P. grating make Jal/Jaguar or its equivalent for gully floor or Nahni trap complete 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 flat back 600x450mm (Six hundred into four hundred fifty millimeters) beveled edge mirror of superior glass mounted on 6mm (six millimeters) thick A.C. sheet or ply wood sheet and fixed to wooden plugs with C.P. brass and screws washers, complete 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 C.P. brass Towel rail Make Jal / Jaguar or its equivalent complete with C.P. brass brackets fixed to wooden plugs 600x20mm (six hundred into twenty millimeters) size 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 C.P. brass toilet paper holder (Heavy duty ISI marked) make Jal / Jaguar or its equivalent complete 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 600x120mm (Six hundred into one hundred twenty millimeters) glass shelf with C.P. brass brackets and guard rail make Jal / Jaguar or its equivalent complete fixed to wooden plugs with C.P. brass screws complete 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 chromium plated soap dish make Jal / Jaguar or its equivalent complete 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 Chromium plated Jet pressure No. 2101 for cistern complete 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 15mm (Fifteen millimeters) diameters chromium plate push cock tap "ESS"/ JAL/JAGUAR or its equivalent complete 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 15mm (Fifteen millimeters) nominal bore C.P. brass ISI marked bib tap of "ESS"/JAL/JAGUAR or its equivalent complete 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 15mm (Fifteen millimeters) diameters C.P. brass stop cock ESS/JAL/JAGUAR or its equivalent complete 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 15mm (Fifteen millimeters) diameters C.P. brass ISI marked pillar tap of "ESS"/JAL/JAGUAR or its equivalent with capstan head complete 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 15mm (Fifteen millimeters) diameters brass angle valve without nuts complete 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 brass full way valve with wheel complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge. i) 15mm nominal bore

20 mm nominal bore

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

20 mm nominal bore

Providing and fixing 15mm (Fifteen millimeters) nominal bore PVC (D-Plast) connection pipe with brass union 45cm (forty five centimeters) length, complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and placing water tank make P.V.C SINTEX or its equivalent having capacity of 1000 liters each tank necessary fittings including over flow pipe scour pipe etcetera and pads required for inlet and outlet ball valve with cover and locking arrangements complete 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 to level or slopes PVC (D-Plast) or its equivalent 9kg f/cm2 (Nine kilogramme) working pressure class-C unplastere high density (conforming to IS 15328-2003) pipe for sewerage line and jointing with approved adhesive. complete within all leads, lifts of materials 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 stone agg.) 40mm (forty millimeters) nominal size rurround or encasing i/c bed concrete for 150mm (one hundred fifty millimeters) dia P.V.C pipe complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and fixng in position mosquito proof coupling for over flow pipe of 25mm (twenty five millimeters) nominal dia (over flow pipe to be measured and paid for separetly complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Providing and fixng 500mm (Five hundred millimeters) dia C.I. manhole over weight not less than 58 kg. (Fifty eight killogrames) complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

Construction of manhole with R.C.C top slab in 1:2:4 ( one cement : two sand: four graded crushed stone aggregate 20mm (twenty millimeters) nominal size foundation concrete 1:4:8 (1 cement : 4 sand : 8 graded crushed/ broken stone aggregate 40mm (forty millimeters) nominal size inside plastering 15mm (fifteen millimeters) thick with cement mortar 1:3 ( 1 cement : 3 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 millimeters) finished smooth complete including curring and testing inside size 800x800x500mm ( Eight hundred into eight hundred into five hundred millimeters) deep, including C.I. over with frame (light duty single seal pattern-I ) 455x610mm (Four hundred fifty five into six hundred ten millimeters) internal dimensions total weight of cover and frame to be not less than 38 kgs (thirty eight killogrames) weight of cover 23kgs (twenty three killogrammes) and weight of frame 15 kgs (fifteen killogrames) with 300mm (Three hundred millimeters) thick walls of squared rubble masonry coursed with hard stone of approved quality in cement mortar 1:3 (1 cement : 3 sand) complete within all leads, lifts of materials 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 (1 cement : 5 sand C.I. cover with frame (light duty) 455x610mm (Four hundred fifty five into six hundred ten millimeters) internal dimensions total weight of cover and frame to be not less than 38 kgs (thirty eight killogrames) weight of cover 23kgs (twenty three killogrammes) and weight of frame 15 kgs (fifteen killogrames) RCC top slab with 1:2:4 ( one cement : two sand: four graded crushed stone aggregate 20mm (twenty millimeters) foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded crushed /broken stone aggregate 40mm (forty millimeters) nominal size inside plastering 15mm (Fifteen millimeters) thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement on walls and bed concrete etcetera complete inside dimensions 455x610 mm (Four hundred fifty five into six hundred ten millimeters) and 450mm (Four hundred fifty millimeters) deep single pipe line complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- in-charge.

PANKAJ KUMAR

Rajinder Rana