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| 1 | Supply of all materials, labour, T&P (Special or ordinary) and construction of RCC over Head Tank intze type 150 KL. capacity on RCC column and bracing, staging of 24 m. with suitable foundation on contractor\"s design subject to acceptance of the Engineer-in-charge. The work include flooring at ground level under the tank, semicircular drain, 1.0M wide cantilever balcony all round at the base of vertical wall, supply and fixing of RCC posts 100x100mmx1.0m high (clear) at 1.00m interval fixed on outer edges of the balcony including thee rows of 20mm dia G.I. pipe (medium) railing RCC staircase on along existing columns. 1.00m wide from ground level upto the top roof of tank with passage at balcony with supply and fixing of RCC posts 100x100mmx1.0 high (clear) at 1.00m interval fixed on either side including three rows of 20mm dia G.1. pipe (medium) pipe railings. Also including for RCC posts of 100x100mmx1.0m apart fixed around the periphery of roof slab (or dome) with three rows 20mm G.I. (medium) pipe railing. The RCC posts on railing shall be painted with 3 coats of approved paint. Also provide M.S. ladder 0.60m wide clear at roof level upto the bottom of tank in side the tank comprising of M.5. angle 80x80x8mm with 16mm dia plane M.5. bar fixed at 25cm. interval with G.1. pipe projected for holding while entering or exit supply and fixing 75cm x 75cm manhole cover of 8mm thick M.S. plate with locking arrangement at roof top, lantern lightening conductor and jointing C.I. D/F vertical pipes with M.S. clamps 50x8mm M.S. flat in inlet outlet wash pipe and section of sizes mentioned below with jointing materials, water level indicator etc. also including the cost of D/F pipes and sluice valves from tank of duck foot bend laying and jointing of duck foot bends and horizontal C.LD/F pipes and upto sluice valve chamber\"s ie. at least 3m horizontally beyond the duck foot bend, Making washout disposal chamber at ground level and connection into the drain for proper disposal of the over flow washout water. Also including testing, washing and disinfecting of the tank and proper maintenance for twelve calendar months. All exposed surface of structure to be given 3 coats of approved colour cement paint to give a smooth and even colour including writing the matter as directed by E/I. The pipe system above apron level along with clamps to be painted with 3 coats of approved synthetic paint, Also including all works, labour T&P material, required in connection with successful completion of works in accordance of various terms conditions, specifications clauses specifically embodied in this agreement or otherwise considered necessary by the Engineer. C.I.D.F. pipe for inlet, outlet, overflow and washbut as per 15: 7181 as following dia- Inlet :200 mm dia , Outlet : 300 mm dia, Over Flow : 200 mm dia ,Washout : 100 mm dia, CIDF Sluice valve ISI Mark of Approved brand as following- Inlet : 200 mm dia, Outlet : 300 mm dia (Gear Type), Washout : 100 mm dia And complete in all respect as per direction of E/I. |
| 2 | RISING MAINSupply of ISI marked S&S Centrifugally Cast (Spun) Ductile Iron pipes as per IS: 8329-2000 sultable for Push on jointing by compatible rubber gasket confirming to IS: 9523: 1980 at divisional store including all taver , 150 mm dia K-7 TW to OHT By Pass Arrangement |
| 3 | Supply of specials for above D.I. pipes at divisional store. 10% of Item No-2 |
| 4 | Earthwork in excavation in pipe line with lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of sur plus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete. 150 mm Dia (OD +600) mm In kankar mixed soil . |
| 5 | Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints. 150 MM DIA |
| 6 | Making Flange jointing in C.I. /D.I. pipes and specials Including cost of nut bolt and rubber packing & inserting etc. required for proper completion of work including supply of all labour T & P etc. complete. 150 mm Dia |
| 7 | Supply of following sizes of CID/F non rising G.M. spindle type sluice valve/scour valve with cap. Class-10 (working pressure 10kg/sqcm) confirming to IS: 14846:2000 at divisional store. Sluice Valve 150 mm Dia |
| 8 | Carting of sluice valves / scour valve from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes to site of work, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete. Sluice valve 150 MM DIA |
| 9 | Making sluice valve/secour valve chamber with Supply of all materials, labour, T&P etc. and construction of as per type design. Masonry type with RCC cover (more than 125 mm dia valve) as per direction of E/I. |
| 10 | PUMP HOUSE & OPERATOR ROOM ( CIVIL WORK)Earth 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 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: Foundation , footing, bases for columns. (UPPWD SOR 2020 Chapter-8 SI nO. 3 DAR No. 5.9.1) |
| 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: Columns Pillars Piers, Abutments, Posts and Struts (UPPWD SOR 2020 Chapter-8 SI 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. |
| 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 21 nos on each vertical member of window chowkhats), including Cost of doch fastener/chemical fastner (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 as per direction of E/I. |
| 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. IPPWD SOR 2020 Chapter-13 SI No 3 DAR No 11.3 |
| 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 |
| 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. |
| 37 | (b) Providing and fixing glass strips in joints of terrazo/cement concrete floors. 25 mm wide and 4.00 mm thick. |
| 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 |
| 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. Second class teak wood 30 mm Thick |
| 41 | Supply and Fixing of Oxidised Iron Fittings for Door and Window of approved make/quality as per direction of engineer incharge. |
| 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 |
| 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. |
| 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 and T & P etc required for proper completion of the work. |
| 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 pement 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) Inner size - 1.20 x 1.50 x 1.00 ( L X B X D ) |
| 47 | PUMP HOUSE & OPERATOR ROOM ( INTERNAL WATER SUPPLY )Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron Por 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. |
| 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/L. |
| 52 | Making House Connecting Chamber Size 60x60x60 cm 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 |
| 53 | Making House Connecting Chamber Size 90x90x100 cm 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. |
| 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 |
| 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-208-79) 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:8931 15mm 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 of approved quality and colour. 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. |
| 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 | PUMP HOUSE & OPERATOR ROOM ( INTERNAL ELECTRIFICATION WORK )Wiring point for light with 1 sq.mm. FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage PVC condult pipe concealed In the wall, complete with 1.5 sq.mm. FRLSH PVC Insulated multistrand copper conductor cable as earth wire drawn Inside the condult, piano type switch & celling 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 alr 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, plano 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 condult concealed in the wall, complete with 1.5 sq.mm. FRLSH PVC Insulated multistrand copper conductor cable as earth wire drawn inside the condult, plano 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 3 pin 15A/250V flush type universal socket In sultable 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 submaln with two number 2.5 sq.mm. FRLSH PVC Insulated 1100 V grade multistrand single core copper conductor cable In 20 mm dla heavy duty (2mm thick) PVC condult with 1 number 1.5 sq. mm. FRLSH PVC Insulated 1100 V grade multistrand single core copper conductor as earth continulty 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 dla 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 condult. (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 KA) 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 of approved make made up of 1.0 mm thick ISI Marked G.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 lald 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. |
| 75 | S/F round bakelight Al/PVC J.B. cover on exsiting J.B complete in all respect as per direction of E/I. |
| 76 | S/F of 1200 mm orient/ bajaj crompton make ceilling fan. |
| 77 | Supply and fixing of LED Street light Fitting having dle cast aluminlum body and diffuser with driver set sultable 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 |
