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| 1 | OHTSupply of all material, Labour T&P etc. and construction of R.C.C. Over Head Tank of 200 KL capacity on column and bracing staging of 24m height from proposal GL having raft or raft cum pile foundation on controctor\"s desiga subject to acceptance of the Engineer-In-charge. Structural design & drawings based on IS 3370-1965 (Part I to IV) or its latest amendment of given tentative layout to be finalized by the engineer in charge on contractor\"s design and drawing (Vetted from IIT/NIT or any govt. Engineering college). The design is based on all relevant technical specification as given herewith tender and as per relevant BIS codes with due consideration for seismic and wind force on a suitable foundation as required on the basis of soll investigation report provided by department the OHT have a minimum free board of 15 cm from bottom of beam below slab or dla of over flow pipe plus one flange width whichever is greater or as provided in IS 1911 pear III 1978 and Its latest amendment. 01 meter wide RCC stair case seperate on two column & 01 meter wide balcony at Junction of cone wall & vertical wall periphery level, Gl pipe railing consisting of 20 mm dia medium class Gl pipe in three rows and angle iron 60mmx60mnix6mm posts around balcony at 1 meter spacing & at the top dome periphery. MS ladder made of 60x60x6mm Angle iron and 20mm dla plain bar from balcony to the top of tank and Inside the tank, supply and fixing M.H. Cover with locking device, ventilator and lightning conductor, electronic water level Indicator, 40 mm CC 1:2:4 over 80 mm thick PCC 1:4:8 In apron, 150 mm semi circular drain around the tank, escape channel of 20 meter length, box type enclosure at the entrance of the stair case having locking arrangement, two coat of apex paint over one coat of primer, cement putti and one coat of cement wash. The rates Included structural design, supply of all material, labour T&P and testing of water tightness of the tank and maintenance of tank for 24 month etc completa.The work include supply and fixing of ISI DI D/F pipe of 10 kg/cm2. Working pressure for 200 mm Inlet, 250 mm dia outlet, 200 mm dia over flow and 100 mm dia wash out la required length in the above mentioned over head tank. Each pipe will be provided 2.0 meter beyond the apron. The item also include rubber packing, nut bolt 40x6 mm MS clamp etc complete Including supply and fixing of puddie color in bottom dome and bell mouth piece on all pipes inlet, overflow, outlet & wash out pipe. It also include supply and fixing of ISI mark DI duck foot bend 200 for Inlet, outlet, over flow and washout pipe on proper foundation Including supply of all material labour T&P etc complete. Also supply and fixing of CI/DI double flanged ISI mark sluice valve with wheel (kirloskar or IVC make, above 500 mm gear operated) for out let Inlet and washout pipe & CI/DI double flanged 200 mm dia NRV for over flow pipe (body test pressure 1.0 Mpa). The work also include two coat of painting over one coat primer on DI pipe and Specials, It also include the construction of over flow, washout pipe line up to suitable disposal point not more than 30 meter and also construction of sluice valve chamber in each sluice valve as per drawing and specification of the department The rates quoted should be for foundation on 6.00 t/sqm BC below 2.00 m from natural G.L.\"Note: In the event of actual BC. being less than 6.00 t/m³ the structural design & drawing will be based on actual B.C. But If actual B.C. Is found more than 6.00 t/m², the structural design & drawing will be based on maximum value of B.C. equal to 6.00 t/m²Overhade tank with staginng between 20 metres and upto 30 metres (As per UPPWD) plinth area rate of SI NO-4.3 ) |
| 2 | RISING MAINSupply of follwing sizes D.I. S & S tyton joint (Class K-7) pipe conferming to IS-8329/2000 suitable for push on rubber gasket jointing with insiding cement mortar lining and zinc coating at site of work i/c loading, unloading carting & stacking complete.For 200mm dia D.I. Pipe |
| 3 | Supply of specials for above D.I. Pipes |
| 4 | Excavation for Pipe Line in ordinary soil (loam, clay, sand) with lift upto 1.50M and lead upto 50.00M and including filling back, watering and ramming of excavated earth into the trenches and revmoval and disposal of suplus earth within 50 Metre as directed by E/I. (AR as Per UPJN Skeleton) |
| 5 | Carting of C.I./D.I. and flanged pipe (Class K-7) and specials upto 300 mm nominal diameter to site of work, lowering them in trenches and laying true to alignment and gradient including testing of pipeline and (excluding the cost of trenching and cutting of pipes etc. for making up lengths and making joints.) (AR as Per UPJN Skeleton)For 200mm dia D.I. Pipe |
| 6 | Making joints of following diametre flanged pipe and specials incluidng supply of jointing material such as Nuts and Bolts, Rubber, Insertion white lead testing etc. (AR) For 200mm dia D.I. Pipe |
| 7 | Supply of C.I. D/F sluice valve IS 14846/2000 of following sizes of approved make as per direction of E/I.For 200 mm dia Steel Stem |
| 8 | Cartage of Sluice valve of following dia sizes of the site of work, lowering in already prepared trenches and fixing them in position but excluding jointing which shall be paid separately, excluding cost of valves. (AR)For 200mm dia Steel Stem |
| 9 | Constructing masonry Chamber 60x60x60 cm inside, in brick work in cement mortar 1:6 (1 cement : 6 coarse sand) for sluice valve, with C.I. surface box size 250x150x100 mm (100mm top diameter, 150 mm bottom diameter and 250 mm deep) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, 100 mm thick base concrete in 1:6:12 (1 cement : 5 fine sand : 10 graded brick ballast 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete including fixing of pipe (but excluding cost of pipe but including cost of C.I. surface box) in all respect as per direction of the Engineer-in-charge. |
| 10 | PUMP HOUSEEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. (UPPWD SOR 2020 Chapter-7 S.No. 1 DAR No. 2.6.1) |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (UPPWD SOR 2020 Chapter-7 S.No. 4 DAR No. 2.25) |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:6:12 (1 cement : 6 coarse sand (zone-III): 12 graded brick aggregate 40 mm nominal size) (UPPWD SOR 2020 Chapter-1 S.No. 4 S.I. No. 273) |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (UPPWD SOR 2020 Chapter-9 S.I. No. 1 DAR No. 6.1.2) |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (UPPWD SOR 2020 Chapter-8 S.I. No. 16 DAR No. 5.1.2) |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size) (UPPWD SOR 2020 Chapter-8 S.I. No. 17 DAR No. 5.2.2) |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) (UPPWD SOR 2020 Chapter-9 S.I. No. 2 DAR No. 6.4.2) |
| 17 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) (AR) |
| 18 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class-150 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. (UPPWD SOR 2020 Chapter-9 S.I. No. 5 DAR No. 6.8) |
| 19 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (UPPWD SOR 2020 Chapter-8 S.I. No. 2 DAR No. 4.2.3) |
| 20 | 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 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (UPPWD SOR 2020 Chapter-8 S.I. No. 18 DAR No. 5.3) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers (UPPWD SOR 2020 Chapter-8 S.I. No. 3 DAR No. 5.9.5) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form work for:Lintels, beams, plinth beams, girders, bressumers and cantilevers (UPPWD SOR 2020 Chapter-8 S.I. No. 3 DAR No. 5.9.5) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form work for :Suspended floors, roofs, landings, balconies and access platform (UPPWD SOR 2020 Chapter-8 S.I. No. 3 DAR No. 5.9.6) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for :Suspended floors, roofs, landings, balconies and access platform (UPPWD SOR 2020 Chapter-8 S.I. No. 3 DAR No. 5.9.3) |
| 25 | 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. (AR) |
| 26 | 12 mm thick bearing plaster in 1:6 cement and coarse sand mortar with white wash two coat in single or half brick wall for the interior plastering upto floor two level i/c arrise, chamfers or round of rounded angels not exceeding 80mm in girth & finished even & smooth. (AR) |
| 27 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).(UPPWD SOR 2020 Chapter-12 S.I. No. 13 DAR No. 10.13.1) |
| 28 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/ Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. (AR) |
| 29 | Supply & fixing of M.S. Girder 3.75m long ISMB 200x100mm section of Hindustan/Tata make as per direction of E/I. |
| 30 | Grouting and Fixing of rising main (delivery) pipe in position of wall including repairing of wall. |
| 31 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (UPPWD SOR 2020 Chapter-15 S.I. No. 2 DAR No. 13.4.2) |
| 32 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand). (UPPWD SOR 2020 Chapter-15 S.I. No. 3 DAR No. 13.5.2) |
| 33 | Engraving lines in plaster of outer face well vertically and horizontally to display the surface as stone facing as directed by the Engineer-in-charge including labour and T&P etc. required for proper completion of the work. Add for extra labour to all items of plaster. (UPPWD SOR 2019 S.I. No. 598) |
| 34 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate. (UPPWD SOR 2020 Chapter-13 S.I. No. 3 DAR No. 11.3.1) |
| 35 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.25 mm thick with 12 mm nominal size stone aggregate. (AR) |
| 36 | Supply of glass strips.(a) Providing and fixing glass strips in joints of terrazo/ cement concrete floors.35 mm wide and 4.00 mm thick. (AR) |
| 37 | (b) Providing and fixing glass strips in joints of terrazo/ cement concrete floors.25 mm wide and 4.00 mm thick. (AR) |
| 38 | 18mm thick cement plaster 1:2 cement and coarse sand mortar in two coat backing coat 15 mm and finishing coat 3mm thick of neat cement or cement & marble dust in ration (5:1) on rough side of single or half brick wall and over slab for interior plastering upto floor two levels including arises. Internal rounded angles not exceeding 80mm in girth and finished even and smooth. (AR) |
| 39 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (UPPWD SOR 2020 Chapter-11 S.I. No. 4 DAR No. 9.21.2) |
| 40 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked Stainless Steel butt hinges bright finished of required size with necessary screws. |
| 41 | Supply and Fixing of Oxidised Iron Fittings for Door and Window of approved make/quality as per direction of engineer incharge. (AR) |
| 42 | Painting or varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & two coats of approved superior quality ready mixed paint or clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used should confirm to the I.S. No. 103 1950. (AR) |
| 43 | One Priming Coat & two coat oil distemper on new work including supply of all materials, labour & T&P etc. required for proper completion of the work. (AR) |
| 44 | Finishing wall with water proofing cement paint of approved make quality and of required shade on undecorated wall surface three coats over one coat of white cement primer to give an even shade, including supply of all material,labour T & P etc. required for proper completion of the work. (AR) |
| 45 | S/F of M.S. channel of 100x50mm size for supporting of housing of tubewell including all materials, labour, T&P etc. complete. (UPPWD SOR 2020 Chapter-12 S.I. No. 1 DAR No. 10.1) |
| 46 | Construction of Over flow Chamber Size 120x150x100 with Class 150 brick work in 1:6 cement and coarse sand mortar and base concrete in 1:6:12 cement, coarse sand and 40 mm Brick ballast, 12mm thick plaster in 1:3 cement and coarse sand mortar finished with neat cement on inner side and 12mm thick plaster in 1:6 cement and coarse sand mortar on outer side and making cunnit in 1:2:4 cement, coarse sand and stone grit 20 mm nominal size including laying of 250mm dia RCC pipe for connecting of overflow chamber to existing sewer line as per direction of engineer incharge. (AR) |
| 47 | Plumbing WorkProviding and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (UPPWD SOR 2020 Chapter-19 S.I. No. 1 DAR No. 17.1.1) |
| 48 | Supply and fixing of ISI Marked UPVC SWR pipe S&S soil waste and ventilation pipe 110mm dia (OD) with all necessary ISI Marked fitings such as bend, collar, socket, Tee etc. complete as per directions of E/I. (AR as Per DSR 2018 12.41.2) |
| 49 | Supply and fixing of of ISI Marked UPVC SWR pipe S&S soil waste and ventilation pipe 75mm dia (OD) with all necessary ISI Marked fitings such as bend, collar, socket, Tee etc. complete as per directions of E/I. (AR as Per DSR 2018 12.41.1) |
| 50 | Supply and fixing ISI marked PVC Nahani Trap 100mmx75mm Size with Cement Concrete mm 1:1.5:3 (1Part Cement:1.5Part approved coarse sand:3Part 20mm graded stone aggregate) including supply of all materials, labours, T&P etc. as per direction of Engineer In-charge. (AR) |
| 51 | Making Gully Trap chamber of size 300 x 300 x 300mm with class 150 brick work in 1:6 cement and coarse sand mortar, base concerete in 1:6:12 cement coarse sand and 40mm brick ballast, 12mm plaster with 1:3 cement and coarse sand mortar with finished with neat cement including cost of GT (150 mm x 100mm) and CI cover 300mmx300 (not less than 4.50 kg) size. including cost of all materials, labour, T&P etc, required for proper completion of the work as per direction of E/I. (AR) |
| 52 | Making House Connecting Chamber Size 60x60x60 with Class 150 brick work in 1:6 cement and coarse sand mortar and base concrete in 1:6:12 cement, coarse sand and 40 mm Brick ballast, 12mm thick plaster in 1:3 cement and coarse sand mortar finished with neat cement and making cunnit in 1:2:4 cement, coarse sand and stone grit 20 mm nominal size including Circular shape 560 mm dia precast R.C.C. manhole cover with frame (H.D. - 20) including cost of all materials, labours, T&P etc. required for proper completion of the work as per direction of engineer incharge. (AR) |
| 53 | Making House Connecting Chamber Size 90x90x100 with Class 150 brick work in 1:6 cement and coarse sand mortar and base concrete in 1:6:12 cement, coarse sand and 40 mm Brick ballast, 12mm thick plaster in 1:3 cement and coarse sand mortar finished with neat cement and making cunnit in 1:2:4 cement, coarse sand and stone grit 20 mm nominal size including Circular shape 560 mm dia precast R.C.C. manhole cover with frame (H.D. - 20) including cost of all materials, labours, T&P etc. required for proper completion of the work as per direction of engineer incharge. (AR) |
| 54 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes (UPPWD SOR 2020 Chapter-20 S.I. No. 2 DAR No. 18.8.2) |
| 55 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of 300 Litre, 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. (UPPWD SOR 2020 Chapter-20 S.I. No. 15 DAR No. 18.48) |
| 56 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore (UPPWD SOR 2020 Chapter-20 S.I. No. 16 DAR No. 18.49.1) |
| 57 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore. (UPPWD SOR 2020 Chapter-20 S.I. No. 11 DAR No. 18.18.3) |
| 58 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore (UPPWD SOR 2020 Chapter-20 S.I. No. 19 DAR No. 18.53.1) |
| 59 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore. (UPPWD SOR 2020 Chapter-20 S.I. No. 18 DAR No. 18.52.1) |
| 60 | Supply & fixing 100mm dia SWR Vent cowel. |
| 61 | Providing and fixing PTMT extension nipple for water tank pipe, fittings ofapproved quality and colour.18.75.3 25mm nominal bore, weighing not less than 62 gms (AR as per DSR 2018 18.75.3) |
| 62 | Providing and fixing 125 mm Dia C.P. Nahani Trap Jali of approved quality as per direction of Engineer In-charge. (AR) |
| 63 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For 300 mm diameter Pipes (AR as per DSR 2018 19.21.1) |
| 64 | Electrification WorkWiring point for light with 1 sq. mm. FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage PVC conduit pipe concealed in the wall, complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit, piano type switch & ceiling rose/ angle/batten holder on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash. (UPPWD 2018 S.I. NO. 131C+187) |
| 65 | Wiring point for fan / fesh air fan (light duty exhaust fan) with 1 sq.mm. FRLCHLACH PVC insulated multistrand single core copper conductor cable in heavy guage PVC conduit pipe concealed in the wall, complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit, piano type switch & ceilingrose on 3 mm thick phenolic laminated backelite sheet etc complete in all respect, including matching colour wash. (UPPWD 2018 S.I. NO. 133C+187) |
| 66 | Wiring point for plug with 1 sq. mm. FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit concealed in the wall, complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit, piano type switch and socket etc. complete in all respect including matching colour wash. (UPPWD 2018 S.I. NO. 134 C+187A) |
| 67 | Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. (UPPWD 2018 S.I. NO. 1139) |
| 68 | Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire etc., complete in all respects including matching colour wash etc. complete in all respect. (UPPWD 2018 S.I. NO. 1304C) |
| 69 | Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit with one No. 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.(UPPWD 2018 S.I. NO. 216C) |
| 70 | Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. (UPPWD 2018 S.I. NO. 1403) |
| 71 | Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects. (UPPWD 2018 S.I. NO. 1404) |
| 72 | S&F of surface /flush mounting 4 ways SPN distribution board with 1 no 40 AMP DP isolator & 2 no 6 AMP to 32 AMP MCB (10 K A) complete in all respect as directed at site by E/I (UPPWD 2018 S.I. NO. 1022A+1002+1005A) |
| 73 | Supply and fixing hexagonal/Round G.P.fan box ofapproved make made up of 1.0 mm thick ISI MarkedG.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.(UPPWD 2018 S.I. NO. 1149) |
| 74 | Fan box cover of 3mm thick bakelight sheet of hexagonal / round shape on existing fan box complete in all respect direction of E/I. (AR) |
| 75 | S/F round bakelight AI/PVC J.B. cover on exsiting J.B complete in all respect as per direction of E/I. (AR) |
| 76 | S/F of 1200 mm orient/ bajaj crompton make ceilling fan. (AR) |
| 77 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects. (UPPWD 2018 S.I. NO. 1425) Please Enable Macros to View BoQ information |
