Construction of Primary Health Center building (Level-II) at Kantimashwa, Tehsil Paonta sahib, District Sirmour (H.P.) Estimate based on Drawing no. 298 and 299 Job no. 3390) (SH- Construction of building portion, providing water supply, sanitary in

Amount

Excavation in earth work in hilly area all heights & depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by mechanical means shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling & wedging out rock ( where mechanical work is prohibited ). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevation and level as shown on the drawing or as directed by the Engineer-in-Charge , in conformity with the requirement of technical specification for Rural Road, August, 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling & stacking of materials useful for construction at suitable sites & safe disposal of unsuitable cut materials in specified manner including arrangement of dumping site, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge for smooth riding including all leads and lifts. Any loss to the public & private property during the course of excavation shall be absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rock (where blasting is prohabited) and their intermediate classification of soil including dewatering whereever required,settling out to required lines,levels as shown on the drawing and directed by the Engineer in charge at site according to the HP.PWD specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (to be arranged by the contractor) including payment of prescribed dumping charges of M.C. if levilled any to the satisfaction of the Engineer in charge through all modes of transporation including head load animal load or mechanical means alongwith its levelling, fine dressing and with all kinds of labour, mechineries, tools, equipment and safety measures and incidental necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transporation and used/removed as per the satisfaction of the Engineer in charge. any loss to the public and private properity during the course of execution and disposal of servicable and unservicable materials shall be the absolute responsiblity of the contractor and shall have to be duly compensated by him in all respects including all incidential charges and as directed by the Engineer in Charge:- All kinds of soil.

Earth work in excavation for structure in all depths as per drawing & technical specification for Rural Road August 2004 clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleteruious materials & disposal in all leads & lifts including dressing of sides & bottom & back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiselling and wedging out rock ( where blasting is prohibited ). All earth work in cutting/excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevation and level as shown on the drawing or as directed by the Engineer-in-Charge hauling & stacking of materials useful for construction at suitable sites & safe disposal of unsuitable cut materials in specified manner tramming filling of unevenness blindage & finishing of the road to specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to sping seepage rain and other causes, it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responisibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Construction of embankment with approved materials deposited at site from road way cutting & excavation from drain & foundation of other structures graded and compacted to meet the requirement of Table 300.1 & 300.2 as per Technical Specification clause 301.5 including hauling of materials within all leads & lifts & other incidential charges & as per direction of Engineer-in-Charge.

Supplying & filling in plinth with sand under floors including watering, ramming, consolidating & dressing complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Filling available excavated earth ( excluding rock ) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm ( twenty centimetre ) in depth, consolidating each deposited layer by ramming & watering including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Excavating, supplying & filling of local earth ( including roulaity ) by mechanical transport upto all leads, lifts also including ramming & watering of the earth in layers not exceeding 20 cm ( twenty centimetre ) in trenches, plinth, side of foundation etc. complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & laying cement concrete for Mechanically mixed & Vibrated 1 : 6 : 12 ( One cement : six sand : twelve graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade mechanically mixed and curing complete excluding the cost of centering and shuttering - All work up to plinth level and all floor level in 1:5:10 (One Cement : five coarse sand : ten graded stone aggregate 40mm (forty millimeter ) nominal size) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying in position cement concrete of specified grade mechanically mixed and curing complete excluding the cost of centering and shuttering - All work up to plinth level and all floor level in 1:4:8 (one Cement : four coarse sand : eight graded stone aggregate 40mm (forty millimeter ) nominal size) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 4 : 8 ( One cement : four sand : eight graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 3 : 6 ( One cement : three sand : six graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) mechanically mixed and vibrating curing complete including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor all level, excluding the cost of centering, shuttering and finishingin 1:1.5: 3 (one cement : One and half coarse sand : three graded stone aggregate 20mm ( twenty millimeter ) nominal size) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Making plinth protection 50 mm ( fifty milimetre ) thick of cement concrete 1 : 3 : 6 ( One cement : three coarse sand : six graded stone aggregate 20 mm ( twenty milimetre ) nominal size ) over 75 mm ( seventy five milimetre ) thick bed of dry brick ballast 40 mm ( forty milimetre ) nominal size, well rammed & consolidated & grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying in position cement concrete of specified grade mechanically mixed , vibrated & curing complete excluding the cost of centering, shuttering, finishing & reinforcement - All work up to plinth level and all floor level in 1:1.5 : 3 (One Cement : One & half coarse sand : five graded stone aggregate 20mm (twenty millimeter ) nominal size) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying reinforced cement concrete work in walls (any thickness), mechanically mixed, vibrated and curing complete including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor all level , excluding cost of centering, shuttering, finishing and reinforcement in 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20mm ( twenty millimeter ) nominal size) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor all level mechanically mixed, vibrated and curing complete, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20mm ( twenty millimeter ) nominal size) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing form work with steel plates 3.15mm ( three point fifteen millimeter ) thick welded with angle iron in frame 30X 30X5mm ( thirty X thirty X five millimeter ) so as to give a fair finish including centering ,shuttering, strutting and propping etc. with wooden battens and ballies , height of propping and centering below supporting floor to ceiling not exceeding 4.00 meters ( four meters ) and removal of the same for insitu- reinfoced concrete and plain concrete work including all leads and lifts of materials or as per the directions of Engineer in Charge.

Foundations, footings, bases of columns, etc. for mass concrete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Suspended floors, roofs, landings, balconies and access platform including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Columns, Pillars, Piers, Abutments, Posts and Struts Circular including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Stairs, (excluding landings) except spiral stair cases including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Edges of slabs and breaks in floors and walls Under 20cm ( twenty centimeter ) wide including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Weather shade, Chajja, Corbels etc. including edges including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and placing steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding wire all complete upto floor all level. Thermo-Mechanically Treated bars of grade Fe-500 D or more including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes in Cement mortar 1 : 6 ( One cement : six coarse sand ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level in all shapes and sizes in Cement mortar 1 : 6 (one cement : six coarse sand ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1 :4 ( One cement : four coarse sand ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level in all shapes and sizes : Cement mortar 1 : 4 ( One cement : four coarse sand ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing 18 mm ( eighteen milimetre ) thick gang saw cut, mirror polished, premoulded & prepolished, machine cut for kitchen plateforms,vanity counters, window sills, facias & similar locations of required size, approved shade, colour & texture laid over 20 mm ( twenty milimetre ) thick base cement mortar 1 : 4 ( One cement : four coarse sand ), joints treated withwhite cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, coulding & polishing to edges to give high glass finish etc. complete at all level Granite of any colour, shade & all area of slab including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying Ceramic glazed wall tiles of size 300mm x 300 mm ( three hundred millimeter X three hundred millimeter )(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge in Skirting, risers of steps & dado over 12 mm ( twenty millimeter ) thick bed of cement mortar 1:3 (one Cement : three Coarse sand) and jointed with grey cement slurry @ 3.3kg/ sq.m (three point three zero kilograme per square meter ) including pointing in white cement mixed with pigment of matching shade complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing ISI marked flush door shutters conforming to IS : 2202 ( Part-I ) decorative type, core of block board construction with frame of first class hard wood & well matched teak three ply veneering with vertical grains or cross bands & face veneers on both faces of shutters 35 mm ( thirty five milimetre ) thick including ISI marked stainless steel butt hinges with necessary screws including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing wire gauge shutters using galvanised mild steel gauge of average width of aperture 1.4 mm ( one point four milimetre ) in both directions with wire of dia 0.63 mm ( zero point six three milimetre ) for doors, windows & clerestory windows with hinges & necessary screws 35 mm ( thirty five milimetre ) thick shutters Kiln seasoned & chemically treated hallack wood including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing wooden moulded beading to door & windows frames with iron screws, plugs & priming coat on unexposed surface etc. complete second class teak wood 50 x 12 mm ( fifty into twelve milimetre ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing mild steel grills of required pattern in frames of steel windows etc. with mild steel flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing aluminium sliding door bolts, ISI marked anodised ( Anodic coating not less than grade AC 10 as per IS:1868 ), transparent or dyed colour to required colour or shade, with nuts & screws etc. complete 300 x 16 mm ( three hundred into sixteen milimetre ) size including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing aluminium sliding door bolts, ISI marked anodised ( Anodic coating not less than grade AC 10 as per IS:1868 ), transparent or dyed colour to required colour or shade, with nuts & screws etc. complete 250 x 16 mm ( two hundred fifty into sixteen milimetre ) size including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing aluminium tower bolts ISI marked anodised ( anodic coating not less than grade AC 10 as per IS;1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 200 x 10 mm ( two hundred into ten milimetre ) size including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing aluminium handles ISI marked anodised ( anodic coating not less than grade AC 10 as per IS;1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm ( one hundred twentyfive milimetre ) size including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing aluminium handles ISI marked anodised ( anodic coating not less than grade AC 10 as per IS;1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm ( one hundred twenty five milimetre ) size including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing aluminium hanging floor stopper ISI marked anodic coating not less than grade AC 10 as per IS: 1868 ) transparent or dyed to required colour & shade, with necessary screws etc. complete Single rubber stopper including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing aluminium hanging floor stopper ISI marked anodic coating not less than grade AC 10 as per IS: 1868 ) transparent or dyed to required colour & shade, with necessary screws etc. complete Twin rubber stopper including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing ISI marked oxidized mild steel tower bolts black finish, ( barrel type ) with necessary screws etc. complete 200 x 10 mm ( two hundred into ten milimeter ) size including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing ISI marked oxidized mild steel handles conforming to IS: 4992 with necessary screws etc. complete 75 mm ( seventy five milimeter ) size, including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing Cub board shutters 19 mm ( nineteen milimetre ) thick with pre-laminated flat pressed three layers particle board or graded wood particle board IS: 12823 marked exterior grade ( Grade I type II ) , having one side decorative lamination & other side balancing lamination, including second class teak wood lipping of 25 mm wide 12 mm thick ( twenty five milimetre wide twelve milimetre ) thick ) with necessary screws & bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing 19 mm ( Nineteen milimetre ) thick water proof commercial board in shelves/box for Cub board with butt joints & fixing with nails & screws etc. complete, including all leads,lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & fixing ply wood 4 mm ( four milimetre ) thick, one side decorative veneer conforming to IS: 1328 (Type-1 ), for plain lining/ cladding with necessary screws, including priming coat on unexposed surface with decorative veneer facing of approved manufacture including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & fixing special quality bright finished brass cub board or ward robe locks with four levers of approved quality including necessary screws etc. complete 50 mm ( fifty milimetre ) size, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & fixing 50mm ( fifty milimetre ) bright finished brass cub board or ward robe knob of approved quality with necessary screws, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & fixing aluminium die cast body tubular type universal hydraulic door closer ( having brand ) logo with ISI, IS:3564, embossed on the body, door weight upto 35Kg ( Thirty five kilogram ) door with upto 700mm ( seven hundred milimetre ) with necessary accessories & screws etc. complete, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & fixing magetic catcher of approved quality in Cub board/ ward robe shutters, including fixing with necessary screws etc. complete double trip ( horizontal type ), including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & fixing expandable fasterners of specified size with necessary plastic sleeves & galvanised mild steel screws including drilling holes in masonry work/ cement concrete/ reinforced cement concrete & making good etc. complete 40 mm long, including all leads, lifts, carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Structural steel work riveted, bolted or welded in built up sections, trusses & framed work,including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer all complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing mild steel round holding down bolts with nuts & washers plates complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer using structural steel etc. as required in grating, frames, guard bars, ladders, railing, brackets, gates & similar work including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing & similar works, including applying priming coat of approved steel primer mild steel tube/pipe, including all leads, lifts, carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing fly proof wire gauge to windows, clerestory windows & door with mild steel flat 15 x 3 mm ( fifteen into three milimetre ) & nuts & bolts complete. Galvanised mild steel wire gauge with 0.63 mm ( zero point six three milimetre ) dia wire & 1.4 mm ( One point four milimetre ) aperture on both sides including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing factory made ISI marked steel glazed doors, windows & ventilators, side/ top/ centre hung, with beading & all member such as F7D, F4B, K11B & K12B etc. complete of standard rolled steel sections, joints mitred & flash butt welded & sash bars tenoned & riveted, including providing & fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings complete all as per approved design ( Sectional weight of only member shall be measured for payment ) fixing with 15 x 3 mm ( fifteen into three milimetre ) lugs 10cm ( ten centimetre ) long embedded in cement concrete block 15 x 10 x 10 cm ( fifteen into ten into ten centimetre ) of cement concrete 1 : 3 : 6 ( One cement: three coarse sand : six graded stone aggregate 20 mm ( twenty milimetre ) nominal size ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing mild steel Tubular frames for doors, windows, ventilators & cub board with rectangular/L- type sections made of 1.60 mm ( One point six zero milimetre ) thick mild steel sheet, joints mitred welded & grinded finish, with profile of required size, including fixing of necessary butt hinges & screws & applying a priming coat of approved steelprimer. Fixing with 15 x 3 mm ( fifteen into three milimetre ) lugs 10cm ( ten centimetre ) long embedded in cement concrete block 15 x 10 x 10 cm ( fifteen into ten into ten centimetre ) of cement concrete 1 : 3 : 6 ( One cement: three coarse sand : six graded stone aggregate 20 mm ( twenty milimetre ) nominal size ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing glass panes with putty & glazing clips in steel doors, windows, clerestory windows all complete with 4 mm ( four milimetre ) thick glass panes including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Cement concrete flooring 1 : 2 : 4 ( One cement : two coarse sand : four graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm ( forty milimetre ) thick with 20mm ( twenty milimetre ) nominal size ) stone aggregate including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Automatic Vibro hydraulically compressed 300x300x25mm ( three hundred into three hundred into twenty five milimetre ) polished terrazo tiles ISI marked No. 1237 in 70 % white, 30% grey cement ratio. The Ratio of chips shall be 55 % white & 15 % of each maroon, yellow & dark shade laid over a bed of 25mm ( twenty five milimetre ) average thickness of cement mortar 1:6 ( one cement : six coarse sand ) jointed with neat cement slurry slurry mixed with pigment to match the shade of tiles including rubbing & polishing complete. The size of Chips shall be 0, B, 2 B of NTC or its equivelent , including all all leads, lifts, carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Automatic Vibro hydraulically compressed 300x300x20mm ( three hundred into three hundred into twenty milimetre ) polished terrazo tiles ISI marked No. 1237 in 70% white, 30% grey cement ratio. The Ratio of chips shall be 55 % white & 15 % of each maroon, yellow & dark shade laid over a bed of 25mm ( twenty five milimetre ) average thickness of cement mortar 1:3 ( One cement : three coarse sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing & polishing complete in skirting or dedo.The size of Chips shall be 0, B, 2 B of NTC or its equivelent, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & laying spartic ceremic tiles of size 300 x 300 mm ( three hundred into three hundred milimetre ) ( thickness to be specified by the manufacturer ) of Ist quality conforming to IS : 15622 of approved make in colour such as white, lvory, grey, Fume red Brown, laid on 20 mm ( twenty milimetre ) thick cement mortar 1 : 4 ( One cement : four coarse sand ), jointing with grey cement slurry @ 3.3 Kilogram per Square metre including pointing the joints with white cement & matching pigment etc. complete, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Mirror polished Kotah stone slab flooring over 20 mm ( twenty milimetre ) ( average ) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing & polishing complete with base of cement mortar 1 : 4 ( one cement : four coarse sand ) 19 mm ( ninteen milimetre ) thick, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Mirror polished Kotah stone slab 20 mm ( twenty milimetre ) thick in risers of steps, skirting, dado & pillars laid on 12 mm ( twelve milimetre ) ( average ) thick cement mortar 1 : 3 ( One cement : three coarse sand ) & jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing & polishing complete, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & laying vitrified double charge floor tiles in different sizes ( thickness to be specified by the manufacturer ) with water absorption less than 0.08 % & conforming to IS 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1 : 4 ( One cement : four coarse sand ), jointing with grey cement slurry @ 3.3 Kilogram per square metres including grouting the joint with white cement & matching pigments etc. complete size of tile 600 x 600 mm, including all leads, lifts, & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing on wall face PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm ( ten millimeter ) gap for thermal expansion, Single socketed pipes complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- 110mm ( One hundred ten millimeter ) diameter metre.

Providing and fixing on wall face PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm ( ten millimeter ) gap for thermal expansion complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- Bend 87.5° 110mm ( eighty seven point five degree one hundred ten millimeter ) bend.

Providing and fixing on wall face PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm ( ten millimeter ) gap for thermal expansion complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- Shoe ( Plain )110mm ( One hundred ten millimeter ) shoe.

Providing & fixing mild steel holder bat clamps of approved design to cast iron or S.C.I. rain water pipes embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1 : 2 : 4 mix ( One cement : two coarse sand : four graded stone aggregate 20 mm nominal size ) & cost of cutting holes & making good the wall etc. 110 mm ( One hundred ten milmetre ) diameter PVC pipe including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing precoated galvanised iron profile sheet ( size, shape & pitch of corrugation as approved by Engineer-in-Charge ) 0.50 mm ( + 0.05 % ) ( zero point fixe zero milimetre ) ( Plus zero point zero five percent ) total coated thickness with zinc coating 120 ( one hundred twenty ) grams per Square metre as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet & polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to aviod scratches during transportation & should be supplied in single length upto 12 ( twelve ) metre or as desired by Engineer-in-Charge. The sheet shall be fixed using self drilling/ self tapping screws of size ( 5.5 x 55 mm ) ( Five point five x fifty five milimetre ) with EPDM seal, complete upto any pitch in horizontial/ vertical or curved surfaces, excluding the cost of purlins, rafters & trusses & including cutting to size & shape wherever required, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( + 0.05 % ) ( zero point fixe zero milimetre ) ( Plus zero point zero five percent ) total coated thickness, Zinc coating 120 grams per Square metre as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet & polyester top coat 15-18 microns using self drilling/self tapping screws complete Ridges plain ( 500-600 mm ), including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( + 0.05 % ) ( zero point fixe zero milimetre ) ( Plus zero point zero five percent ) total coated thickness, Zinc coating 120 grams per Square metre as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet & polyester top coat 15-18 microns using self drilling/self tapping screws complete Flashing/Aprons ( upto 600 mm ), including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( + 0.05 % ) ( zero point fixe zero milimetre ) ( Plus zero point zero five percent ) total coated thickness, Zinc coating 120 grams per Square metre as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet & polyester top coat 15-18 microns using self drilling/self tapping screws complete Gutter ( 600 mm over all grith ), including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing mild steel B.P. sheet 1.66 mm to 2 mm ( One point six six milimetre to two milimetre ) thick in eaves board/ facia/ soffits/ ceiling including cutting, fixing & welding to steel roof members & applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge ( Base member of steel work shall be measured & paid for separately ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing flat iron bracket 50 x 3 mm ( Fifty into three milimetre ) size with necessary bolts, nuts & washers etc. for fixing galvanised steel sheets gutters with purlins including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing corrugated galvanised steel sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts & nuts 8 mm ( eight milimetre ) diameter with bitumen & galvanised iron limpet washers or with galvanised iron Limpet washers filled with white lead, including a coat of approved steel primer & two coats of approved paint on over lapping of sheets complete ( upto any pitch in horizintial/ vertical or curved surfaces ), excluding the cost of purlins, rafters & trusses & including cutting to size & shape wherever required 0.63 mm ( Zero point six three milimetre ) thick zinc coating not less than 275 ( Two hundred seventy five ) grame per square metres including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing false ceiling at all height including providing & fixing of frame work made of special sections, power pressed from mild steel sheets & galvanised with zinc coating of 120 ( one hundred twenty ) gramme per square metre ( both side inclusive ) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6mm ( twenty five milimeter into one point six milimetre ) thick with flanges of 27 mm and 37 mm, at 1200 mm ( twenty seven milimetre, thirty seven milimetre , at 0ne thousnd two hundred milimetre ) centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm ( Twelve point five milimetre dia into fifty milimetre ) long with 6 mm ( six milimetre ) dia bolts, other flange of cleat fixed to the angle hangers of 25 x 10 x 0.50 mm( twenty five into ten into zero point five zero milimetre ) of required length with nuts & bolts of required size & other end of angle hanger fixed with intermediate galvanised iron channels 45x15x0.90mm ( forty five into fifteen into zero point nine zero milimetre ) running at the spacing of 1200mm ( One thousand two hundred milimetre ) centre to centre, to which the ceiling section 0.5 mm ( zero point five milimere ) thick bottom wedge of 80 mm ( eighty milimetre ) with tapered flanges of 26 mm ( twenty six milimetre ) each having lips of 10.5 mm, at 450mm ( ten point five milimetre, at four hundred fifty milimetre ) centre to centre, shall be fixed in a direction perpendicular to galvanised iron intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm ( two point six four milimetre dia into two hundred thirty milimetre ) long galvanised iron wire at every junction, including fixing perimeter channel 0.5mm ( zero point five milimetre ) thick 27mm ( twenty seven milimetre ) high having flanges of 20 mm and 30 mm ( twenty milimetre & thirty milimetre ) long,the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm ( twenty five milimetre ) long dry wall screws @ 230 mm ( at the two hundred thirty milimetre ) interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm ( three point five into twenty five milimetre at two hundred thirty milimetre ) centre to centre, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes finishing with jointing compound in three layers covering upto 150 mm ( one hundred fifty milimetre ) on both sides of joint & two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawing, specification & direction of the Engineer-in-Charge but excluding the cost of painting with 12.5 mm ( twelve point five milimetre ) thick tapered edge glass reinforced Gypsum ( GRG ) board conforming to IS: 2095-( Part 3 ) : 1996 ( Board with BIS certification marks ),including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

15mm ( fifteen millimeter ) cement plaster on the rough side of single or half brick wall of mix : 1:6 (one cement: six fine sand) complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

15mm ( fifteen millimeter ) cement plaster on the rough side of single or half brick wall of mix : 1:4 (one cement: four fine sand) complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

6mm ( six millimeter ) cement plaster of mix 1:4 (one cement : four fine sand) complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & applying plaster of paris putty of 2 mm ( two milimetre ) thickness over plastered surface to prepare the surface even & smooth complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Distempering with oil bound washable distemper of approved brand & manufacture to give an even shade new work ( two or more coats ) over and including water thinnable priming coat with cement primer including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Finishing walls with Acrylic smooth exterior paint with of required shade new work ( two or more coat ) applied @ 1.67 litre/10 Sqmt ( one point six seven litre per ten square metres ) over & including priming coat of exterior primer applied @ 2.20 Kg /10 Sqmt ( at the rate two point two zero kilograme per ten square metre ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications,two or more coats applied on walls @ 1.25 ltr/ 10sqm( One point two five litre per ten square meter ) over an under coat including one coat of special primer applied @ 0.75 ltr/ 10sqm( zero point seven five litre per ten square meter ) of approved brand and manufacture complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm ( zero point nine zero litre per ten square meter ) over an under coat of primer applied @0.75 ltr/10 sqm ( zero point seven five litre per ten square meter )of approved brand and manufacture complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10sqm( zero point nine zero litre per ten square meter ) over an under coat of primer applied @ 0.80 ltr/ 10sqm( zero point eight zero litre per ten square meter ) of approved brand and manufacture complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm ( one hundred millimeter ) sand cast Iron P or S trap, 10 litre ( ten litre ) low level white PVC flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge: White Vitreous china Orissa pattern W.C. pan of size 580mm x 440mm ( five hundred eighty millimetre X four hundred forty millimeter ) with integral type foot rests.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10litre ( ten litre )low level white PVC flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- W.C. pan with ISI marked white solid plastic seat and lid.

Providing and fixing wash basin with C.I. brackets, 15mm ( fifteen millimeter ) C.P. brass pillar taps, 32mm ( thirty two millimeter ) C.P.brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- White Vitreous China wash basin size 630mm x 450mm ( Six hundred thirty millimeter X four hundred fifty millimeter ) with single 15mm ( fifteen millimeter ) C.P. Brass pillar tap .

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing & fixing stainless steel A ISI 304 ( 18/8 ) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm ( forty milimetre ) including painting of fittings & brackets, cutting & making good the walls wherever required kitchen sink without drain board 470 x 420 mm ( four hundred seventy into four hundred twenty milimetre ) bowl depth 178 mm, ( One hundred seventy eight milimetre ) including all leads,lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & fixing white Vitreous China Laboratory sink with Cast iron bracket, C.P. brass chain rubber plug, 40 mm ( forty milimetre ) C.P. brass waste & 40 mm ( forty milimetre ) C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings & brackets, cutting & making good the wall wherever required 600x450x200mm ( Six hundred into four hundred fifty into two hundred milimetre ) in size including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing 600mm x 450mm ( Six hundred millimeter into four hundred fifty millimeter ) beveled edge mirror of superior glass (of approved quality) complete with 6mm ( six milimetre ) thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing 600mm x 120mm x 5mm ( Six hundred millimeter into one hundred twenty millimeter into five millimeter ) glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40mm ( forty millimeter ) long screws, rawl plugs etc., complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing C.P. brass toilet paper holder complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing PTMT liquid soap container 109mm ( one hundred nine millimeter ) wide, 125mm( one hundred twenty five millimeter ) high and 112mm( one hundred twelve millimeter ) distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105gms ( one hundred five grams ) complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providuing & fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P. brass screws with concealed fittings arrangement of approved quality & colour, 450 mm ( Four hundred fifty milimetre ) long towel rail with total length of 495 mm, 78 mm ( Four hundred ninety five milimeter, seventy eight milimetre ) wide & effective height of 88 mm ( eighty eight milimetre ) , weighting not less than 170 ( One hundred seventy ) grams including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre ( one metre ) spacing. This includes testing of joints complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- 1216 (16 mm ( sixteen millimeter ) OD) pipe.

Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre ( one metre ) spacing. This includes testing of joints complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:-1620 (20mm ( twenty millimeter ) OD) pipe.

Providing and fixing G.I. pipes complete with G.I. fittings & Clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting & making good the walls including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. internal work:-15mm ( fifteen millimeter ) dia nominal bore.

Providing and fixing G.I. pipes complete with G.I. fittings including making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting & making good the walls including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. internal work :- 20mm ( twenty millimetre ) dia.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.External work:-15mm ( fifteen millimeter ) dia nominal bore.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- 25 mm to 40mm ( twenty five millimeter to forty millimeter ) nominal bore.

Fixing water meter & stop cock in G.I. pipe line including cutting & threading the pipe & making long screws etc. complete ( Cost of water meter & stop cock to be paid separately ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931, complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. 15mm( fifteen millimeter ) nominal bore .

Providing and fixing C.P. brass stop cock ( Concealed ) of standard design & of approved make conforming to IS : 8931, complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. 15mm( fifteen millimeter ) nominal bore .

Providing and fixing C.P. brass angle valve for basin mixer & geyser point of approved quality conforming to IS : 8931, complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. 15mm( fifteen millimeter ) nominal bore .

Providing & fixing C.P. brass extension nipple ( size 15 mm x 50 mm ( fifteen milimetre into fifty milimetre ) of approved make & quality as per direction of Engineer-in-Charge including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Constructing brick masonry manhole in cement mortar 1:4 ( one cement : four coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (one cement : one point five coarse sand (zone- III) : three graded stone aggregate 20mm ( twenty millimeter ) nominal size), foundation concrete 1:4:8 mix (one cement : four coarse sand (zone- III) : eight graded stone aggregate 40mm ( forty millimeter ) nominal size), inside plastering 12mm ( twelve millimeter ) thick with cement mortar 1:3 (one cement : three coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20mm ( twenty millimeter ) nominal size) finished with a floating coat of neat cement complete as per standard design complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. : Inside size 90cm x 80cm and 45cm ( Ninety centimeter into eighty centimeter and forty five centimeter ) deep including C.I. cover with frame (medium duty) 455 x 610 mm ( Four hundred fifty five into Six hundred ten millimeter ) internal dimensions, total weight of cover and frame to be not less than 38 kg ( thirty eight kilogram ) (weight of cover 23 kg ( twenty three kilogram ) and weight of frame 15 kg( fifteen kilogram ) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.50.

Providing & fixing soil, waste & vent pipe 100 mm ( one hundred milimetre ) dia Centrifugally cast ( Spun ) iron scoket & spigot ( S & S ) pipe as per IS : 3989 including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing soil, waste & vent pipe 75 mm ( Seventy five milimetre ) dia Centrifugally cast ( Spun ) iron scoket & spigot ( S & S ) pipe as per IS : 3989 including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & filling the joints with Spun Yarn, cement slurry & cement mortar 1 : 2 ( one cement : two fine sand ) in S.C.I./C.I. pipe 100mm ( One hundred milimetre ) dia pipe including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & filling the joints with Spun Yarn, cement slurry & cement mortar 1 : 2 ( one cement : two fine sand ) in S.C.I./C.I. pipe 75 mm ( Seventy five milimetre ) dia pipe including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing mild steel holder bat clamps of approved design to cast iron/ Cast iron ( Spun) pipes embedded in and including cement concrete blocks 10 x 10 x 10 cm ( ten into ten inti ten centimetre ) of 1 : 2 : 4 mix ( One cement : two coarse sand : four graded stone aggregate 20 mm ( twenty milimetre ), including cost of cutting holes good the walls etc. including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, For 100 mm ( one hundred milimetre ) dia pipe.

Providing & fixing mild steel holder bat clamps of approved design to cast iron/ Cast iron ( Spun) pipes embedded in and including cement concrete blocks 10 x 10 x 10 cm ( ten into ten inti ten centimetre ) of 1 : 2 : 4 mix ( One cement : two coarse sand : four graded stone aggregate 20 mm ( twenty milimetre ), including cost of cutting holes good the walls etc. including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, For 75 mm ( Seventy five milimetre ) dia pipe.

Providing & fixing bend of required degree with access door, insertion rubber washers 3 mm ( three milimetre ) thick bolts & nut complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, 100 mm ( One hundred milimetre ) dia Sand cast iron S & S as per IS: 1729

Providing & fixing bend of required degree with access door, insertion rubber washers 3 mm ( three milimetre ) thick bolts & nut complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, 75 mm ( Seventy five milimetre ) dia Sand cast iron S & S as per IS: 3989

Providing & fixing plain bend of required degree including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, 100 mm ( One hundred milimetre ) dia Sand cast iron S & S as per IS: 3989

Providing & fixing plain bend of required degree including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, 75 mm ( Seventy five milimetre ) dia Sand cast iron S & S as per IS: 3989

Providing & fixing Sand cast iron S & S off sets including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, 150 mm ( One hundred fifty milimetre ) off sets 100 mm ( One hundred milimetre ) dia pipe as per IS: 3989

Providing & fixing Sand cast iron S & S off sets including carriage of materials in all leads and lifts and as directed by the Engineer in Charge, 150 mm ( One hundred fifty milimetre ) off sets 75mm ( Seventy five milimetre ) dia pipe as per IS: 3989

Providing & fixing collar 100 mm ( One hundred milimetre ) Sand cast iron S & S as per IS : 3989 including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing collar 75 mm ( Seventy milimetre ) Sand cast iron S & S as per IS : 3989 including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing lead caulked joints to sand cast iron/ centrifugally cast ( Spun ) iron pipe & fittings of diametre 100 mm ( One hundred milimetre ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing lead caulked joints to sand cast iron/ centrifugally cast ( Spun ) iron pipe & fittings of diametre 75 mm ( Seventy five milimetre ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing trap of self cleaning design with screws down or hunges grating with or without vent arm complete, including cost of cutting & making good the walls & floors 100 mm ( One hundred milimetre ) inlet & 100 mm ( One hundred milimetre ) outlet Sand cast iron S & S as per IS: 3989 including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing trap of self cleaning design with screws down or hunges grating with or without vent arm complete, including cost of cutting & making good the walls & floors 100 mm ( One hundred milimetre ) inlet & 75 mm ( Seventy five milimetre ) outlet Sand cast iron S & S as per IS: 3989 including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing in position precast reinforcement coment concrete manhole cover & frame of required shape & approved quality LD- 2.5 ( Two point five ) rectangular shape 600 x 450 mm ( six hundred into four hundred fifty milimetre ) internal dimensions including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing & fixing in position precast reinforcement coment concrete manhole cover & frame of required shape & approved quality LD- 2.5 ( Two point five ) square shape 450 mm ( four hundred fifty milimetre ) internal dimensions including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Supplying & filling brick bats in dispension trenches ( Brick aggregate ( Single size ) 50 mm ( Fifty milimetre ) nominal size ) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge

Providing and fixing on wall face PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm ( ten millimeter ) gap for thermal expansion, Single socketed pipes complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- 75 mm ( Seventy five millimeter ) diameter metre.

Providing and fixing on wall face PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm ( ten millimeter ) gap for thermal expansion complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:- Bend 87.5° 75 mm ( eighty seven point five degree Seventy five millimeter ) bend.

Providing weep holes in brick masonry/ stone masonry/ plain reinforced concrete abutment, wing walls, return wall with 100 mm dia PVC pipe extending through the full wdith of the structure with slope of 1 ( V ) : 20 ( H ) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7 , including all leads, lifts carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Back filling behind abutment wing walls & return wall complete as per drawing & technical specification clause 1204.3.8 Granular materials including all leads, lifts carriage of materials & to the entire satisfaction of the Engineer-in-Charge

Providing & laying reinforced cement concrete pipe NP2 as per design in Single row, Providing & laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1 : 2 but excluding excavation, protection works, back filling, concrete & masonry works in head walls & parapets clause 1106, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge.

Providing & laying flooring laid over cement concrete bedding complete as per drawing & technical specification clause 1303, Rubble stone laid in cement mortar 1:3 ( One cement : three sand ) including all leads, lifts & carriage of materials as per entire satisfaction of the Engineer-in-charge

Preparation of sub grade by dressing to camber ( Earth work for the cutting involved for sub grade to be paid for separately depending upon the claiisification of soil ) complete as per HP.PWD., specification including haulage of materials in all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Consolidation of Sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. & re-rolling the sub-grade complete as per HP.PWD., Specification, 1990 Volume-I including haulage of materials in all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Construction of granular Sub-base by providing well graded materials, spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401, for Grading-I ( one ) materials including carriage of materials within all leads, lifts & other incidentals complete as per entire satisfaction of the Engineer-in-Charge.

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