Construction Of Transit House At Angul- 1 Civil Work :- Clearing and grubbingland including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works Latest Revision & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. 2 Earth workexcavation in foundation trenches in all kind of soil including dressing and leveling the bed up to required depth and depositing the excavated materials at places away from work site within 50mtr initial lead and 1.5mtr initial lifts T&P shoring shuttering dewatering if required etc. complete as per direction of the Engineer-in-charge. 3 Up to 1.5Mtr Depth 4 Beyond 1.5Mtr to 3.00Mtr Depth 5 Disposal ofsurplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as perthe direction of the Engineer-in-charge. 6 Supplying, diluting and preparing chemical emulsion like Imidacloprid 30.5 % SC or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as Pre-Constructional Anti-termite Treatment confirming to IS 6313 (Part-II) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. at the rate of 7.5 liters per sqm on vertical surface and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center (or as directed by the manufacturer) including the cost of all materials, cost of all labour, conveyance,loading, unloading, T&P, etc. all complete as per the direction of Engineer-in-Charge. 7 Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (PREMISE, IMIDACHLOPRIED 30.5SC OF BAYER MAKE mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge. 8 Supplying filling in foundation and plinth with sand in layers not exceeding 150mm thick including watering, ramming including cost, conveyance, royalty and taxes of all materials, all labour T&P required for the work etc. complete (measurement will be taken on finished compacted section only). 9 Cement concrete of propertion (1:4:8) in foundation and floors using 40mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and alllabour T&P required for the work etc. complete as per direction of the Engineer-in-charge. 10 Cement concrete of propertion (1:2:4) in foundation and floors using 12mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and alllabour T&P required for the work etc. complete as per direction of the Engineer-in-charge. 11 Cement concrete of propertion (1:3:6) in foundation and floors using 40mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and alllabour T&P required for the work etc. complete as per direction of the Engineer-in-charge. 12 RCC work of M-25 in all floors having a minimum compressive strength ( in work test) 250kg/cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 10mm size to 20mm size black hard crusher broken granite stone chips (10mm size 40% & 20mm size 60%) of approved quality & from approved quarry including hoisting lowering laying and compacting concrete with centering & shuttering and finishing the exposed surface smooth providinggrooves or beads where necessary and providing required No. of fan hooks as required including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS rod / Tor steel and binding wire and labour charges for bending binding and tying the grills.(In all Floors) 13 A) Column base & footing 14 B) Plinth beam 15 C) Column & Roof Beam 16 Ground Floor 17 1st Floor 18 2nd Floor 19 3rd Floor 20 D) Lintel Band 21 i) Ground Floor 22 1st Floor 23 2nd Floor 24 3rd Floor 25 F) Roof slab 26 i) Ground Floor 27 1st Floor 28 2nd Floor 29 3rd Floor 30 G) Stair case 31 i) Ground Floor 32 1st Floor 33 2nd Floor 34 G) Chajja 35 i) Ground Floor 36 1st Floor 37 2nd Floor 38 RCC work of M-20 in all floors having a minimum compressive strength ( in work test) 200kg/cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 10mm size to 20mm size black hard crusher broken granite stone chips (10mm size 40% & 20mm size 60%) of approved quality & from approved quarry including hoisting lowering laying and compacting concrete with centering & shuttering and finishing the exposed surface smooth providinggrooves or beads where necessary and providing required No. of fan hooks as required including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS rod / Tor steel and binding wire and labour charges for bending binding and tying the grills.(In all Floors) 39 A) Column base & footing 40 B) Plinth beam 41 C) Column & Roof Beam 42 D) RCC Wall 43 Labour charges for straightening the coiled or bend up M.S. rod / HYSD bars confirming to Gr.Fe-500, cutting bending binding lapping placing welding etc. (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design hoisting lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel(Primary Producer like- SAIL/RINL/TATA/ JINDALSTEEL/ SHYAM STEEL) make) and binding wire of 18 to 20 gauge (as approved by the deptt.) weight of over lapping, couping, welded joints, spacer bar, chair, stage, hanger andbinding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all floors.Ground Floor 44 Ground Floor 45 1st Floor 46 2nd Floor 47 3rd Floor 48 Fly Ash brick masonary using Fly Ash brick having crushing strength not less than 75kg/cm2 in cement mortar of (1:6) after immersing the bricks for six hours in water before use in Foundation & Plinth including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work. 49 Fly Ash brick masonary using Fly Ash brick having crushing strength not less than 75kg/cm2 in cement mortar of (1:6) after immersing the bricks for six hours in water before use in superstructure including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work in all floors. 50 i) Ground Floor 51 1st Floor 52 2nd Floor 53 3rd Floor 54 Fly Ash brick masonary using Fly Ash brick having crushing strength not less than 75kg/cm2 in cement mortar of (1:4) after immersing the bricks for six hours in water before use in superstructure including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work in all floors. 55 i) Ground Floor 56 1st Floor 57 Providing 12mm thick cement plaster in cement mortar (1:6)finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. 58 i) Ground Floor 59 1st Floor 60 2nd Floor 61 3rd Floor 62 Providing 12mm thick cement plaster in cement mortar (1:4)finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. 63 Providing 16mm thick cement plaster in cement mortar (1:6)finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. 64 i) Ground Floor 65 1st Floor 66 2nd Floor 67 3rd Floor 68 Providing 6mm thick cement plaster in cement mortar (1:4)finished smooth to RCC work after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.Ground Floor 69 i) Ground Floor 70 1st Floor 71 2nd Floor 72 3rd Floor 73 Providing 25 mm thick Grading Concrete (1:2:2) using10mm to 6mm size chips finished smooth on roof slab etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.(Ground floors) 74 3rd Floor 75 Providing & installing two component acrylic modified cementitious waterproofing coating with masterseal 551/ Equivalent over roof slab after carrying out pond test on roof slab, filling all defects, saturating the surface, mixing the products and then application in 2.0 mm thickness (1.8 kg/sqm coverage rate for 1.0 mm thickness) in suitable layers complete in all respect, all materials, tools, plant & labour complete in all respect as per direction of the Engineer -in-charge. 76 Supplying, fitting, fixing of Vitrified Tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm Colour/printed series of approved make in floors on 20mm thick bed of cement mortar (1:4) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess T&P erc. required for the work complete in all respect as per direction of the Engineer-in-charge. 77 i) Ground Floor 78 1st Floor 79 2nd Floor 80 Supplying, fitting, fixing of Vitrified Tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm Colour/printed series of approved make as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm cement plaster (1:3)jointed with white neat cement slurry mixed with pigment to match the shades of the tile including rubbing and polishing etc.complete with cost, conveyance, royalities and taxes of all materials labour, labour cess complete in all respect. 81 i) Ground Floor 82 1st Floor 83 2nd Floor 84 Supplying, fitting, fixing of 20 mm thick Granite Tilesin floors, treads, steps and landing slab on 20mm thick bed of cement mortar (1:4) joined with neat cement slurry mixed with pigments to match the shades of the tiles including polishing the surface with cost, conveyance, royality and all taxes of all materials etc. complete as per direction of the Engineer-in-charge. 85 i) Ground Floor 86 1st Floor 87 2nd Floor 88 Supplying, fitting, fixing of 10 mm thick Granite Tilesin floors, treads, steps and landing slab on 20mm thick bed of cement mortar (1:4) joined with neat cement slurry mixed with pigments to match the shades of the tiles including polishing the surface with cost, conveyance, royality and all taxes of all materials etc. complete as per direction of the Engineer-in-charge. 89 i) Ground Floor 90 1st Floor 91 2nd Floor 92 Supplying, fitting & fixing of 35mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality with frame of 1st class hard wood including cost of all door fittings and fixtures,conveyance of all materials labour and T&P require for the work etc.compolete as directed by Engineer-in-charge. 93 Supplying fitting and fixing of two track UPVC sliding window / ventilator of approved make with 6mm thick glass of approved quality complete with frame, shutter and all fitting and fixtures etc. complete as per specification & direction of Engineer-in-charge. 94 Supplying fixing and fittings MS window grills, Doors, MS verandha grills and MS grill gate of approved design and drawing made out of MS flat and MS angle at work site with one coat of anticorrosive red oxide zink chrome primer including cutting holes in brick or RCC walls and fixing with CC (1:3:6) including cost conveyance royalty and taxes of all materials all labour T&P required for the work complete (payment will be made on weight basis only) 95 Grill 96 Providing, Fitting & Fixing of Stainless steel of 304 grade in hand Railing of 50mm outer diameter of 2mm thick of approved Quality & Specification with balustrade of size 32mmX32mmX2mm square pipes in rows including Cost,conveyance of all Materials, Labour ,T&P required for fabrication, buffing & polishing, cost of all fixtures etc. complete and as per specification & direction of Engineer-in-charge (In all floors) 97 Painting two coats with synthetic enamel paints over a coat of primer including cleaning the surface with sand papering and using paints of approvedquality and approved shade including cost conveyance taxes of all materials all labourT&P etc. complete as directed by the Engineer in charge. 98 i) Ground Floor 99 1st Floor 100 2nd Floor 101 Painting 2 coats with Plastic Emulsion paints over a coat of primer and putty of approved shade by means of brush to inside surface of walls after cleaning the surface etc. complete in all floors including cost of all materials with all taxes and cost of all labour with T&P required for the work etc. complete in all respect as directed by Engineer – in – Charge. 102 i) Ground Floor 103 1st Floor 104 2nd Floor 105 3rd Floor 106 Painting two coats with weather coat paintof approved shade over a coat of primer by means of brush to outside surface of walls complete in all floors with cost, carriage and all taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per direction of the Engineer – in – Charge. 107 i) Ground Floor 108 1st Floor 109 2nd Floor 110 3rd Floor 111 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size well rammed ,with side rcc wall and consolidated and grouted with fine sand including finishing the top smooth including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge. 112 Providing and fixing Glass Reinforced Concrete (G.R.C) Jallis in approved size, pattern, design, shade and thickness of 50mm on frame and design element in 30mm thick casted with layering technique Power Spray methodology have weight approximately between 3.5 – 4 Kg per Sq. Ft. and color of M/S UniStone make or equivalent. The above weight and thickness is considering dimensions of screens up to 2133mm in height and 1219mm in width and having at least 50% void space. The screens casting shall take place with layering methodology using- Direct Power Spray machines. The screens shall be casted from ‘53 grade’ White Portland Cement fine graded, sieved Quartz & Silica Sand, reinforced with Alkali Resistant Glass Fiber manufactured between 4-5%having Zirconia content at least 16%, Super Plasticizersand U.V resistant Synthetic inorganic pigments should be used. 113 The material casting should take place in FRP Molds. The GRC Panels flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.P should be above or equivalent to 15 N/mm2 for tests done on 28 days cured samples. The fixing of panels should be ‘Dry fixing’ i.e. to be done with M.S Galvanized Clamps, fixtures and fasteners & Self Tapping screws or as per approved shop drawings approved by site engineer in charge. 114 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). 115 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 116 Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 117 Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of buildingstructure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 118 Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass 119 Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight 120 Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checkedby a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. 121 The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. 122 Loosening to a depth of 150mm,levelling and compacting original ground supporting embankment/ sub-grade as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road and Bridge works (latest Revision) & including cost of all labour, T&P, royalty etc. complete and including cost of all labour, T&P,etc. complete and as per direction ofEngineer-in-charge. 123 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick with area exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge. 124 Providing wet mix macadum using crushed stone aggregates as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. 125 Supplying and fixing of 80mm thick cement concrete interlocking paver block of M -40 gradeof approved make design, colour & size made by Block machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018 as per the direction of Engineer-in-charge 126 Supplying and fixing of Kerb Stone of size 600X300X150mm of M -30 gradeof a pproved make design, colour & size made by Block machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS - 5758:1984as per the direction of Engineer-in-charge 127 Providing and fixing 12.5mm thk. Gypsumboard false ceiling consisting of G.I. perimeter channels of size 0.55 thick, screw fixed to brickwall/partition with the help of nylon sleeves and screws, at 610mm centres. The suspending G.l.intermediate channels of size 45mm, 0.9mm thick with two flanges of 15mm each from the soffite at 1220mm centres with ceiling angle of width 25mm x 10mm x 0.55 thick fixed to soffite with G.I. cleat and steel expansion fastners at every 610mm c/c.12.5mm tapered edge Gypsum board is then screw fixed to ceiling section with 25mm drywall screws The boards are to be jointed and finished so as to have a flush look which includes filling and finishing the tapered and square edge of the boards with jointing compound & joint paper tape as per approved design and specificatinetc.fitted and fixed in position etc. with cost, conveyance, taxes of all materials, labour, T&P required for complete in all respectas per the direction of Engineer -in-charge. 128 Supplying,fitting ,fixing of grid mineral fibreceiling board having size 600 mm x 600 mm x 16mm of approved design and quality complete with frame and all fiotting and fixtures in all respect as per the direction of the Engineer -in-charge. 129 Supplying and fixing of wall panelling made of aluminum anodised section framing confirming to standard aluminium section as horizontal and vertical members with atleast 600 mm c/c with 9mm thick BWR block ply and 4mm thick veneer pasting finished with melamine polished completein all respectas per the direction of Engineer -in-charge. 130 P.H WORKS :- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 131 20mm dia C- PVC pipe SDR - 11 132 Ground Floor 133 First Floor 134 Second Floor 135 25mm dia C- PVC pipe SDR - 11 136 Ground Floor 137 First Floor 138 Second Floor 139 32mm dia PVC ASTM pipe (sch-80) 140 40mm dia PVC ASTM pipe (sch-80) 141 Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materialsincluding cost & conveyance of all materials to worksite, payment oftaxes etc. allcomplete as per P.H specification and direction of the Engineer-in-charge. 142 15mm dia CP angle stop cock (Con-CHR-053KN Jaquar make) 143 15mm dia CP two in one bib cock (Con-CHR-041KN Jaquar make) 144 15 mm dia CP S.B. Bib cock(CON-CHR-037KN) 145 15mm dia CP Long Body Bib cock (Con-CHR-107KN Jaquar make) 146 20mm dia CP consealed stop cock(Con-CHR-083KN Jaquar make) 147 15mm dia CP Pillar cock (Con-CHR-011KN Jaquar make) 148 25mm dia brassfull way valve (Shakti make) 149 32mm dia brassfull way valve (Shakti make) 150 40mm dia brassfull way valve (Shakti make) 151 15mm dia CP Health faucet (Con-ALD-MCH-573 Jaquar make) 152 gyser ELM-WHT-V006 153 WALL MIXER WITH PROVISION FOR OVERHEAD Shower (FLR-ABR-5273UPR) 154 Hand Dryer SMART FLOW (As per Cat no HDR-WHT-M04A of Jaquar) 155 15mm CP Extension piece 156 125mm CP grating 157 15mm size C.P. flange 158 25mm size brass ball cock with ball 159 Supplying all materials , labour, T&P and fixing rotational mouldedpolyethylene cylindrical vertical water storage tanks conforming to IS:12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 5.40 mtr. lengthx0.25 mtr widthKBbrickwork in cement mortar (1:6) of 0.46m height in staging and 0.13mtr thick circular protection wall of 0.46mtr height to support the tank,12mm thick cement plaster in cement mortar (1:6) over brick work, RCC slab of size 1.60mX1.60m and 0.10m thick ,RCC beam of 0.25mx0.30m and 3.40m average length in cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips and required steel reinforcement including centering and shuttering,watering,curing ,cost of all materials,conveyance of all materials to worksite , payment of royalty, all taxesetc.all complete as per approved drawing , P.H. specification and direction ofEngineer-in-charge 160 2000 liters capacityPVC water storage tank roof of 2nd floor 161 supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings including watering, curing, cost & conveyance of all materials to worksite,payment of royality, taxes etc. all complete as perdirection ofEngineer-in-charge. 162 Ground Floor 163 First Floor 164 Second Floor 165 Supplying all materials , labour, T&P and cutting holes in RCC floors and roofs upto 19cm thick for passing P.V.C pipes and G.I fittings etc. , and repairing the holes after insertion of pipe etc. with cement concrete (1:2:4) including finishing complete so as to make it leak-proofas per P.H. specification and direction of Engineer-in-charge 166 Ground Floor 167 First Floor 168 Second Floor 169 Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damagesincluding watering ,curing , cost & conveyance of all materials to worksite, payment of royality, taxes etc all complete as per direction of the Engineer-in-charge. 170 Ground Floor 171 First Floor 172 Second Floor 173 Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment oftaxes etc.all complete as per P.H specification and direction of the Engineer-in-charge. 174 110mm U-PVC SWR Pipe (Supreme /Ashirvad) 175 110mm U-PVC‘P’ Trap(Ori Plast/Finolex/Supreme Make) 176 110mm U-PVC door bend(Ori Plast/Finolex/Supreme Make) 177 110mm U-PVC Plain bend(Ori Plast/Finolex/Supreme Make) 178 110mm U-PVC offset without ear(Ori Plast/Finolex/Supreme Make) 179 110mm U-PVC Cowl(Ori Plast/Finolex/Supreme Make) 180 110mm U-PVC S/Jn door(Ori Plast/Finolex/Supreme Make) 181 110mm U-PVC Plain tee(Ori Plast/Finolex/Supreme Make) 182 110mm U-PVC D/Jn door(Ori Plast/Finolex/Supreme Make) 183 110mm U-PVC Door tee(Ori Plast/Finolex/Supreme Make) 184 110mm U-PVC Socket(Ori Plast/Finolex/Supreme Make) 185 Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI p or s trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages , cost & conveyance of all materials to worksite, payment of royality , taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. 186 580mm size Orissa pan (Hindware/Parryware/Neycer make) 187 Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main , cost & conveyance of all materials to worksite, payment oftaxes etc. all complete as perP.H specification and direction of the Engineer-in-charge 188 10 ltr. Capacity pvc L.L. cistern with 32mm. Dia CP long flush bend ( Slimline-white-Parryware make ) 189 Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet(European type W.C. pan)with integral p or s trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing , cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge 190 One piece commod(Hindware)ELEMENT Cat No.92084. 191 Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered Hot and Cold with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, cost & conveyance of all materials to worksite, payment oftaxes etc. all complete as perP.H specification and direction of the Engineer-in-charge 192 Halfpedestalbasin(560x450)Hindware No.91049+91115 193 Supplying all materials, labour, T&P for fitting & fixing plain edge kitchen/wall sink of all standard sizes with a pair of bracket, C.P. waste, trap & P.V.C. waste pipe & painting brackets including supply of cement concrete & mortar etc. all complete. 24” x 18” x 10” sink 194 Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge 195 25mmx600mm long CP towel rail 196 Towel ring 197 Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per specification and direction of Engineer in charge. 198 600mmx125mm plate glass shelf with CP/NP guard rails. 199 Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of Engineer in charge. 200 600mmx450mm size B.E mirror (swivelled type) 201 Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge 202 CP soap holder 203 Supplying all materials labor T&P & Fitting & fixing CP shower with rim with supply of red lead and yarn nail complete as per direction of Engineer in charge. 204 ½” x 5” CP Shower (Plaza Deluxe Make) 205 Supplying all materials , labour, T&P and cutting holes through existing brickor laterite masonry wall for takingU-PVC pipes and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 206 Supplying all materials , labour, T&P and cutting of RCC chajja for taking HCI or U-PVC pipe and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 207 Supplying all materials ,labour ,T&P and constructing Inspection Chamber ofinside size 760mmx760mmx460mmwith cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips,12mm thick cement plaster (1:3)with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxesetc.all complete as perapproved drawing, P.H specification and direction of Engineer-in-charge 208 Inside size 76cmx76cmx46cm with 18” dia RCC MH cover 209 Supplying all materials ,labour ,T&P and constructing gully trap chamber ofinside size 250mmx250mmwith 8cm thick RCC precast cover slab in cement concrete (1:2:4) mix using 12mm size crusher broken HG chips, foundation concrete (1:4:8) using 40mm size crusher broken HG metal on bed and around trap, KB brick work in cement mortar (1:6) in foundation and plinthand inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap, 150mmX150mm size CI gratingetc.all complete as per drawing,specification and direction of Engineer-in-charge 210 Supplying all materials labour T&P filling sand in lavatories well watered and rammed including lead of materials to work site. 211 Supplying all materials, labour, T&P and providing cement concrete ( 1:4:8 ) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 212 Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 213 Ground Floor 214 First Floor 215 Second Floor 216 Supplying all materials, labour, T&P and providing and fixing Vitrified tiles in floors, treads or steps and landing on 25mm thick bed of cement mortar (1:1) ( 1 cement : 1 sand ) jointed with neat cement slurry mixed with pigment to match the shades of the tilesincludingwatering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge ( Vitrifiedfloor tiles of premium grade having thickness 7mm to 8mm conforming to IS 13755 of size Kajaria/Somany/Johnson tile 60cmx60cm special printed seriesto be pre-approved by the Engineer-in-charge ) 217 Kajaria/Somany/Johnson tile 60cmx60cm 218 Ground Floor 219 First Floor 220 Second Floor 221 Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:4) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,paymentof royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. 222 Ground Floor 223 First Floor 224 Second Floor 225 Supplying all materials, labour, T&P and providing and fixing porcelain glazed tiles in dado skirtingon 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tilesincludingwatering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge( Vitrified mat finish wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size Kajaria/Somany/Johnson tile 60cmx30cm special plain / printed series to be pre-approved by the Engineer-in-charge ) 226 Kajaria/Somany/Johnson tile 60cmx30cm 227 Ground Floor 228 First Floor 229 Second Floor 230 Granite Tiles 10mm thick 231 Factory made single leaf Solid WPC (Wood polymer) composite door shutter of 25mm thickcompacted with wood grain finishstructural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material,The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centres standards and specifications and the door shutters Conforming to relevant I.S.specification. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. 232 Factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigmentscomplete in all respect as per specification and direction of the Engineer in charge 233 Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) pure chill 80 PSS UV of size 750 x 570 x 1350mm hight with water storage capacity 80 liters along with 2 noa of faucets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per munite etc all complete as per approved drawing , specification and direction of the Engineer in charge 234 Aqua guard pure Chill 80 PSS UV 235 Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufactures specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge 236 100mm dia P.V.C. pipe 237 150mm dia P.V.C. pipe 238 Supplying all materials labor T&P and constructing MH chamber of sizes earth work in excavation in all kinds of soil CC(1:1:8) with black granite chips size 46mm brick work with K.B. brick having crossing strength not less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH chamber over benching with cement slush pointing (1:3)outside the MH chamber providing painting MS or CI step iron RCC(roof of slab with CC(1:2:4)with black granite chips size 12mm bending binding tying the grills placing of the reinforcement providing RCC color of required size refilling the cavity around the MH chamber with excavated earth including channeling the bed of MH etc all complete as per PH specification. 239 MH size 0.91m x 0.91 m with 0.45 m (18” dia RCC Cover ) 240 Supplying all materials labour T&P and constructing 1.40m dia x 2.00 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site. 241 1 no 50 users RCC septic tank 242 Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of theEngineer-in-Charge. 243 Extra lifts of 1.50 mtr or part thereof over the initial lift of 1.5 mtr in all kinds of embankments and road works and ordinary earthwork in general. 244 Supplying all materials, labour, T&P and providing shoring and shuttering foundation trenches, pits etc with close wooden planks or sheets shuttering etc all complete as per direction of the Engineer in charge. 245 Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to worksite, payment of royalty, taxes etc.all complete as per direction of the Engineer incharge. 246 Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 247 Supplying all materials, labour, T&P and providing 6mm thick cement plaster (1:4) on RCC work including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 248 Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 249 Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for R.C.C works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 250 R.C.C beams,columns,girder and bressmer etc. 251 Supplying all materials, labour, T&P and providing M.S reinforcement for R.C.C work including cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 252 Supplying all materials, labour, T&P and providing cement concrete (1:1.5:3) with 12mm size hard broken granite chips for R.C.C works including hoisting, laying, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 253 Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12mm size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 254 Supplying all materials, labour, T&P and providing 12mm thick cement plaster (1:4) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 255 Supplying all materials, labour, T&P and providing brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 256 Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls ofman hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge. 257 Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer in charge 258 Construction of 20000 Liters RCC Under ground Reserverof Inside size- 4.00 X 3.00 X2.00m 259 Earth work in All kinds of soil and gravels mixed with stone and boulder not exceeding 0.014 Cum in volume within 50m initiallead and 1.5 m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per specification approved by the Department. 260 -do- with Ist additional depth of 1.50 m over the initial lead and lift 261 Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to worksite, payment of royalty, taxes etc.all complete as per direction of the Engineer incharge. 262 Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 263 Supplying all materials, labour,T&P and providing cement concrete (1:1.5:3) for RCC work using 12mm HG chips including hoisting,laying,curring and conveyance of all materials to site etc complete. 264 Supplying all materials, labour, T&P and providing M.S.Reinforcement for RCC work including cutting, banding, binding, straightening and trying the grills and placing in position including cost of binding wire 18 to 20 gage. 265 Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling then after casting including cost of materials complete in ground floor. 266 RCC floor roof, chajja etc 267 RCC Beam, Column, wall etc 268 RCC Plinth bend/ Raft 269 Base slab 270 Supplying all materials, labour,T&P and providing 6mm thick cement plasster (1:4) overCC workincluding watering curring and conveyance of all materialsto site. 271 Supplying all materials, labour, T&P and providing cement punning including watering, curring and conveyance of all materials to site. 272 Quantity same as item No-4 273 Providing fitting and fixing CI/MS step iron including fixing to walletc. complete 274 Providing fitting and fixing RCPCcoveretc complete as per direction of Engineer-in-charge 275 Construction of 1 no production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories 276 Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only 277 Drilling of 200mm dia bore 278 00 mtr to 30mtr 279 30 mtr to 45mtr 280 Drilling of 150mm dia bore 281 45 mtr to 215.00mtr 282 Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials. 283 Lowering of 200mm dia P.V.C casing pipes 284 00 mtr to 30 mtrs 285 30 mtr to 60mtr 286 Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber O ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length. 287 200mm dia PVC (sch-80) pipe 288 Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department) 289 Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge 290 By DTH Rig 291 Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation: 292 Rocky terrain with boulder formation for 300m depth 293 Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make) 294 1 H.P. Single phase/ three phase 3 stagehead renge of 20 to 35 mtr with discharge capasity 145 to 110 L.P.M With outlet dia 25 mm (keeping 100% standby) 295 DOL Control panel 296 40mm dia steel short piece 297 Well cap 298 50mm size CI bracket 299 2.50sqmm flat cable 300 20mm dia rigid UPVC pipes 301 Steel rope with cover 302 Labour charges for lowering including transportation 303 Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceilingand floor all complete as per specification and direction of the Engineer in charge 304 32mm HDPE pipes (Finolex/Supreme make) 305 E.I Works :- Recessed wiring to light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp, 250 V modular type switch ISI marked and ceiling rose ISI marked mounted on modular GI box with modular base & cover of suitable size , MS box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex / L&T / Anchor / Havels /HPL/ V Guard ) Group-ALP-54 306 Group-B LP-77 FP-27 307 Group-CLP-132,FP-28Ex FP-19CBP-8 308 Supply and fixing of 6Amp plugwith 6Amp switch on existing board. (Modulartype)(Make-Great white/ Legrand / Roma/ Havells/ HPL/ Cona) 309 Point wiring for 5 / 6 amp socket outlet with 2 x 1.5 sq.mm FR PVC insulated single core multistrand copperconductor of ISI marked in recess 20 mm dia non-metalic PVC flexible conduit with Modular type switch ,phenolic laminated sheet suitable size ISI marked MS box and earthing point with 1 x 1.5 sq.mm FR PVCinsulated single core multistrand copper conductor for loop earthing etc. as required. 310 Supplying and fixing of 3 nos 6 Amp Plug point 3 nos switch, 1 No 15 Amp Switch & 1 No 15 Amp Socket Modular type on modular metal box, base & cover with all connections.(Make-Great white/ Legrand / Roma/ Havells/ HPL/ Cona) 311 Supplying and fixing of 15/16 Amp Plug point Modular type on modular metal box on surface/Recess with suitable size of Modularcover in front including cutting the wall and making good the same in cases of recessed conduit as required(Make-Great white/ Legrand / Roma/ Havells/ HPL/ Cona) 312 s/f of ac point consisting of 32Astarter with all connection compelete s per the direction of engineer in charge 313 Recessed wiring to submain in the following sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked conforming to IS-694/1990 in the following mm dia non-metallic heavy duty flexible conduit 1.6 mm thick along with the following sq.mm FR PVC insulatedsingle core multistrand copper conductoras earth wire as required.(Make of wire-Finolex/L&T/Anchor/Havells/V-Guard//HPL) 2 X 1.5 sq.mm +1 X 1.5 sq.mm in 20 mm dia 314 2 X 2.5 sq.mm +1 X 1.5 sq.mm-do- 315 2 X 4 sq.mm +1 X 1.5 sq.mm -do- 316 2 X 6 sq.mm +1 X 2.5 sq.mm in 25mm dia 317 4 x 6 sq.mm + 2 x 2.5 sq.mm) 318 4 x 10 sq.mm + 2 x 4 sq.mm) 319 Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc ( with charcoal and salt) as required. 320 Supplying and laying 25 mm x 5 mm copper strip on surface or in recess for connection etc as required 321 Supply and fixing of following way three pole and neutral, sheet steel, MCB distribution 415V on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB/ RCCB/ Isolator) make-HPL/ Havells/ Legrand /L&T/C&S.)4 way (4+12) double door horizontal type 322 Supply and fixing of 5Amp to 32A rating 240 V/415 V c series MCB suitable for lighting and other loads of the following poles in the exiting MCB DB ISI marked complete with connections testing and commissioning etc. (Make-HPL/ Havells/ Legrand /L&T/C&S)Single pole (SP) 323 S/F of 34/36 Watt (2 x 2)LED round/ square surface ceiling Lights .(Make-Havells/Crompton/Philips/Bajaj)) 324 Supplying and fixing of Call Bell / Buzzer ISI marked suitable for DC /AC single phase 230 volts complete as required. 325 S/F. Of 400mm Wall fans including all connections and accessories of Usha/Orient/Havells/Equivalent make 326 s/f SITC of energy efficient LED tube light fittings with decorative alluminiumbatten and LED tube light having power rating not more than 20 watt and lumen output not less than 2000 lumen complete with electronic driver and all other accessories withdiffuser having 2 years warrantyi/c connection etc as requiredas per direction of Engg.-in-Charge.(Make: Panasonic/LT/Havells /Philips/Wipro /Crompton/Bajaj). The luminaire should be Replacement Warranty will be 2 years .of tube light18watt /20 watt ledfitting with cover( Make-Havells/ Philips/Cromptonas per the direction of side engineer in charge. 327 S/F. Of 48AC Ceiling fans including all connections and accessories of Usha Allure Dlx/Havells Pacer/Orient Summer Pride/Equivalent make. 328 Supplying, installation, of exhaust fan of heavy duty 300 mm sweep 1400 rpm with louvers(Make- Havells/Crompton/Usha/Orient/Bajaj) of exhaust fan in the existing wall, including fixing & conntection as required as per direction of Engg.-in-Charge. Replacement Warranty will be 2 years. 329 S/F. of 45Wt. LED Street light fittings complete with G.I. bracket. Of Bajaj/Havells/Crompton/Philips make. 330 S/F of 18Watt Recess/Surface mounted LED downlighter with white powder coated aluminium housing with integrated electronic driver.(Make-Havells/Crompton/Philips/Bajaj)) 331 s/f of decorative foot light (Make-Havells/Philips/Crompton or equivalent.) 332 Supply of 35 sq mm 3-1/2 core XLPE insulated Aluminium Armoured cables ISI marked 333 Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kvgrade sizeexceeding 25 SQ. MMbut not exceeding 120 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge. 334 S/F of 30x6x10no 16/18 SWG sheet metal for main 250 amp panel board having125 amp MCCB 25 KA-1no as incommer,200 amp electrolyte cu bus bar-1no andammeter and voltmetertoggler switch,three nos led indicator and as per the direction of site engineer in charge.(make: Siemens / legrand/Schneider/Equivalent)) 335 Approved for 97 ( One hundred eight) items only
