Public Works Department-PWD has published Construction Of Veterinary Dispensary Building At Kandiyari Tehsil Shillai District Sirmour Hp ( Sh- C / O Building Portion , Providing Water Supply, Sanitary Installation, Construction Of Septic Tank With Soak Pit , Site Development Includin. Submission Date for this Tender is 21-10-2021. Building Work Tenders in Shillai Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Cutting in earth work in by mechanical mean in all heights and depths in all kinds of soils, including saturated soils comprising of pick work , Jumper work and blasting workboth in soft and hard rock with chiseling and wedging out of rock (Where blasting is prohibited) and their intermediate classificationof soil including, dewatering where required, setting 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 matreial and Transportation of the unuseful matreial for disposing at dumping site ( To be arranged by the Contractor) as per satisfacation of Engineer -in- Charge through all modes of transportationincluding head load , animal load or mechnical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the workby mechnical means and labour( If required). All useful material such as stone , shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per direction of the Engineer -in -charfe . The recoveryfor stones, weather useful or not, forthe minimum quatom of 55.00 ( Fifty five) cubic meter @ Rupee 170/- Only (Rupees. One hundred seventy) per cubic meter shall be effected on pro rata basis in allcircumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have tobe duly compensated by him in all respect including all incidental charges. |
| 2 | Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting 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 atdumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals 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 transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges. |
| 3 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. |
| 4 | Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30x5mm.(Thirty into thirty intofive millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceilingto any floor height and removal of the same for in situ-reinforced concrete and plain concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 5 | In flat surfaces such as soffits of suspended floors, roofs, landings and the like of any thickness in all floor level in all heights. |
| 6 | Beams, Cantilever, girders and lintels. Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels in all floor level in all heights. |
| 7 | Edges of slabs and break in floors and walls in any width. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (one cement : five coarse sand): ten graded stone aggregate 40 mm ( forty milimeter) nominal size) including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:4:8 (one Cement : four coarse sand) : eight graded stone aggregate 40 mm ( forty milimeter) nominal size) including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge. |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (One cement : one & Half coarse sand) : three graded stone aggregate 20 mm (Twenty milimeter) nominal size). including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (One cement : one & Half coarse sand) : three graded stone aggregate 20 mm (Twenty milimeter) nominal size). including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge. |
| 13 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (One cement : Six coarse sand : Twelve graded stone aggregate 20 mm (Twenty milimeter) nominal size) nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (One cement : Six coarse sand) including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. For septic tank. |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (One cement : Six coarse sand) including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 16 | 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 five level in all shapes and sizes in Cement mortar 1:6 (One cement : Six coarse sand) including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 17 | 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 V level in all shapes and sizes in Cement mortar 1:4 (One cement : four coarse sand) including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 18 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm ( one point six zero milimeter) thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm ( Fifteen into three milimeter) lugs 10 cm ( Ten centimeter) long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (One Cement : Three coarse sand : Sixgraded stone aggregate 20 mm (Twenty milimeter) nominal size) including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 19 | Providing and fixing 35 mm (Thirty five milimeter) thicksecond class teak wood panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 20 | Providing and fixing 35 mm (Thirty five milimeter) thick Kiln seasoned and chemically treated hollock wood wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 21 | Providing 40 mm (Froty milimeter)thick with 20 mm nominal size stone aggregate 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., including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 22 | Providing 40 mm (Froty milimeter)thick with 20 mm nominal size stone aggregate 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., including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. For septic Tank |
| 23 | Providing 15 mm (Fefteen milimeter)thick cement plaster on the rough side of single or half brick wall of mix : 1:4 (One cement: four fine sand) in all floor level in all heights. including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 24 | Providing 15 mm (Fefteen milimeter)thick cement plaster on the rough side of single or half brick wall of mix : 1:6 (One cement: Six fine sand) in all floor level in all heights. including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and liftsand as per direction of Engineer-in- Charge. |
| 25 | Providing 6 mm (Six milimeter) thick cement plaster of mix : 1:3 (One cement : three fine sand) including carriage of all labour equipment & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 26 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding including carriage of materialsthrough all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge. |
| 27 | Providing 40x5 mm flat iron hold fast 40 cm ( Forty centimeter) long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (One cement : three coarse sand : sixgraded stone aggregate 20mm nominal size). including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge. |
| 28 | Providing and fixing 300*16 mm ( Three hundred into sixteen milimeter) aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete, including carriage of all labour equipment & material to various locations through all modes of transportation in all leads & lifts, including all incidemtal charges. |
| 29 | Providing and fixing 200*20 ( Two hundred into twenty milimeter) 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 : including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge. |
| 30 | Providing and fixing 100*20 ( One hundred into twenty milimeter) 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 : including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge. |
| 31 | Providing and fixing 125 mm ( One hundred twenty five milimeter) 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 including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge. |
| 32 | Providing and fixing 100 mm ( One hundred milimeter) 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 including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge. |
| 33 | Providing and fixing Single rubber stopper aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 34 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm (Twelve milimeter) thick bed of cement mortar 1:3 ( one cement : three coarse sand) and jointing with grey cement slurry @ 3.3kg ( three point three Kilograme) per square metre, including pointing in white cement mixed with pigment of matching shade complete. including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 35 | Providing and fixing 110 mm (One hundred ten milimeter) diameter Single socketed pipes on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (Ten milimeter) gap for thermal expansion, including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 36 | Providing and fixing 110 mm (One hundred ten milimeter)M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 37 | Providing and fixing G.I. Pipes with G.I. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 ( One ) metre spacing including cutting and making good the wall etc. 15mm (Fifteen milimeter) dia nominal bore, including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 38 | Providing and applying plaster of paris putty of 2 mm (Two milimeter) thickness over plastered surface to prepare the surface even and smooth complete. including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 39 | Finishing two or more coats applied on walls @ 1.25 ltr/10 sqm (One point two five litre per ten square metre) over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (zero point seven five litre per ten square metre)with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 40 | Distempering with oil bound washable distemper of approved brand and 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 all labour equipments & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 41 | Applying priming coats with ready mixed pink or grey primer of approved brand and manufacture on wood work ( Hard and soft)including carriage of all labour equipments & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 42 | Finishing Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm (One point nine zero litre per ten square metre)over an under coat of primer applied @0.75 ltr/10 (zero point seven five litre per ten square metre) sqm of approved brand and manufacture with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications including carriage of all labour equipments & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 43 | Making plinth protection 50mm ( Fifty milimeter) thick of cement concrete 1:3:6 ( One cement : three coarse sand (zone - III) :six graded stone aggregate 20 mm ( Twenty milimeter) nominal size) over 75mm (Seventy five milimeter) thick bed of dry brick ballast 40 mm (Forty milimeter) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top mooth.including carriage of all labour equipments & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 44 | Providing and fixingL D- 2.5Rectangular shape 600x450 mm (Six hundred into four hundred fifty milimeter)internal dimensionsin position pre-cast R.C.C. manhole cover and frame of required shape and approved quality including carriage of all labour equipments & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 45 | Providing and fixingL D- 2.5Rectangular shape 450 mm ( four hundred fifty milimeter)internal dimensionsin position pre-cast R.C.C. manhole cover and frame of required shape and approved quality including carriage of all labour equipments & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 46 | Supplying Filling brick bats in dispension trenches (Brick aggregate single size 50mm ( Fifty milimeter) nominal size including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 47 | Providing and fixing 75 mm (Seventy five milimeter) diameter Single socketed pipes on wall face unplasticised RigidPVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 48 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion 75 mm(Seventy five milimeter) diameter bend including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 49 | Providing and fixingWhite Vitreous china Orissa pattern W.C. pan of size 580x440 mm ( five hundred eighty into four hundred forty milimeter) with integral type foot restswater closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 (Ten) litre low level white P.V.C. 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 including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 50 | Providing and fixing White Vitreous China Wash basin size 630x450 mm (Six hundred thirty into four hundred fifty milimeter) with a pair of 15 mm (Fifteen milimeter) C.P. brass pillar tapswash basin with C.I. brackets, 15 mm(Fifteen milimeter) C.P. brass pillar taps, 32 mm (Thirty two milimeter) C.P. brass waste of standard pattern, including painting of fittings and rackets, cutting and making good the walls wherever require including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 51 | Providing and fixing600x450 mm (Six hundred isto four hundred fifty milimeter) beveled edge mirror ofsuperior glass (of approved quality) complete with 6 mm (Six milimeter) thick hard board ground fixed to wooden cleats with C.P.brass screws and washers complete including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 52 | Providing and fixing C.P. brass toilet paper holder including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 53 | Providing and fixing PTMT liquid soap container 109 mm (One hundred nine milimeter) wide, 125 mm (One hundred twenty five milimeter) high and 112 mm(One hundred twelve milimeter)distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 125 gms (One hundred twenty five gramme) including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 54 | Providing and fixing 15 mm (Fifteen milimeter) dia nominal bore G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 55 | Making connection 25 to 40 mm (Twenty five to forty milimeter) nominal bore 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 allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 56 | 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 including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 57 | Providing and fixing 15 mm (Fifteen milimeter) nominal bore C.P. brass bib cock of approved quality conforming to IS:8931 including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 58 | Providing and fixing 15 mm (Fifteen milimeter) nominal bore C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 59 | Providing and fixing 15 mm (Fifteen milimeter)nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 60 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) ( Fifteen isto fifty milimeter) of approved make and quality as per direction of Engineer-in-charge. |
| 61 | 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 and half coarse sand (zone- III) : three graded stone aggregate 20 mm (Twenty five milimeter) nominal size), foundation concrete 1:4:8 mix ( one cement : four coarse sand (zone- III) : eight graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm ( Twenty milimeter)nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm (Ninety isto eighty centimeter) and 45 cm (Froty five centimeter) deep including C.I. cover with frame (light duty) 455x610 mm (Four hundred fifty five isto six hundred ten) internal dimensions, total weight of cover and frame to be not less than 38 kg (Thirty eight kilograme) (weight of cover 23 kg (twenty three kilograme) and weight of frame 15 kg (fifteen kilograme)) : With common burnt clay F.P.S. (non modular) bricks of classesignation 7.5 including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 62 | Providing and fixing100 mm (One hundred milimeter) dia Sand cast iron S&S pipe as per IS: 1729soil, waste and vent pipes including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 63 | Providing and fixing75 mm(seventy five milimeter)dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 64 | Providing and filling 100 mm ( One hundred milimeter) dia pipe the joints with spun yarn, cement slurry and cement mortar 1:2 ( one cement : two fine sand) in S.C.I./ C.I. Pipes including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 65 | Providing and filling 75 mm (seventy five milimeter) dia pipe the joints with spun yarn, cement slurry and cement mortar 1:2 ( one cement : two fine sand) in S.C.I./ C.I. Pipes including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 66 | Providing and fixing 100 mm (One hundred milimeter) Dia pipeM.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm (Ten isto Ten isto Ten centimeter) of 1:2:4 mix (one cement : two coarse sand : four graded stone aggregate 20 mm(Twenty milimeter) nominal size), including cost of cutting holes and making good the walls etc. including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 67 | Providing and fixing 75 mm (Seventy five milimeter) Dia pipeM.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm (Ten isto Ten isto Ten centimeter) of 1:2:4 mix ( one cement : two coarse sand : four graded stone aggregate 20 mm (Twenty milimeter) nominal size), including cost of cutting holes and making good the walls etc. including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
| 68 | Providing and fixing 100 mm (One hundred milimeter) inlet and 75 mm (Seventy five milimeter) outlet trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors including carriage of allleads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. |
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