Smart City Development Limited has published Development Of Smart Sports Infrastructure Including Synthetic Tracks And Courts At University Of Allahabad, Prayagraj. Submission Date for this Tender is 30-07-2021. Infrastructure Work Tenders in Prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Tennis Court - 2 Nos |
| 2 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 4 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 5 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achievethe desired compaction as per the MoRTH specification Clause No.507 complete in all respects. |
| 6 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. |
| 7 | Sports Surfaces Supply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. Including Line Marking as per ITF Specifications and Guidelines. |
| 8 | Sports Accessories Supply and Installation of Removable Tennis Poles, Net as per ITF Specifications and Guidelines. |
| 9 | Volley Ball Court |
| 10 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 11 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 12 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 13 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achievethe desired compaction as per the MoRTH specification Clause No.507 complete in all respects. |
| 14 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. |
| 15 | Sports Surfaces Supply and Installation of Synthetic Acrylic 8 Layers from FIFA Preferred producer With Line marking as per IVF guidelines. |
| 16 | Sports Accessories Supply and Installation of Fixed Volleyball Post,Net as per IVF Specifications and Guidelines. |
| 17 | Basket Ball - Synthetic |
| 18 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 19 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 20 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 21 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achievethe desired compaction as per the MoRTH specification Clause No.507 complete in all respects. |
| 22 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. |
| 23 | Sports Surfaces Supply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. Including Line Marking as per FIBA Specifications and Guidelines. |
| 24 | Sports Accessories Supply and Installation of Fixed Basketball Post,Net as per FIBA Specifications and Guidelines. |
| 25 | 470 mts, 8 lane IAAF approved, Synthetic Athletic Track, FULL PUR System, minimum thickness of 15 mm |
| 26 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 27 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 28 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 29 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 30 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achievethe desired compaction as per the MoRTH specification Clause No.507 complete in all respects. |
| 31 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. |
| 32 | Providing and laying of WORLD ATHLETICS (IAAF) approved synthetic athletic trackFULL PUR of minimum thickness of 15mm, including all marking on the surface and installation of all equipments as per WORLD ATHLETICS (IAAF) rules and standard etc. complete. The track to be got certifiedfor class-II WORLD ATHLETCS (IAAF) Certificate and as perNorms of IAAF, specifications,detailed Drawings etc complete. as per the instructions of the engineer in- charge Normal Stress Area with a minimum thickness of 15mm of finished track surface |
| 33 | Kota-Gravel Pathway |
| 34 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 35 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST |
| 36 | Supply and fixing of Kota stone in flooring 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given and even shade with 12 mm base coat (bedding) of 1:2 cement and coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour T&P etc. required for proper completion of the work excluding base concrete. Excluding GST |
| 37 | Tennis Ground canopy structure |
| 38 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 39 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST |
| 40 | M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST |
| 41 | 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. |
| 42 | M.S or Iron work of heavy section such as Trusses, built up gates, record racks, roof works, gates etc. brought to required from including supply of steel bolts, nuts wastage, etc. and including rivetting or welding where necessary. Excluding GST |
| 43 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated "J" or "L" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. |
| 44 | Volley ball court canopy structure |
| 45 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 46 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST |
| 47 | M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST |
| 48 | 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. |
| 49 | M.S or Iron work of heavy section such as Trusses, built up gates, record racks, roof works, gates etc. brought to required from including supply of steel bolts, nuts wastage, etc. and including rivetting or welding where necessary. Excluding GST |
| 50 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated "J" or "L" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. |
| 51 | Catch Pits |
| 52 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 53 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST |
| 54 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST |
| 55 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST |
| 56 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 57 | Paved Area |
| 58 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 59 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST |
| 60 | Fencing |
| 61 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 62 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST |
| 63 | M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST |
| 64 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST |
| 65 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST |
| 66 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm |
| 67 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST |
| 68 | Toilets cum changing rooms for Tennies |
| 69 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST |
| 70 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST |
| 71 | Course rubble stone masonry in 1:4 cement & fine sand (FM 1.25) mortar including supply of alla labour T&P material etc. required for proper completion of work excluding GST |
| 72 | M-150 Brick work in 1 cement and 5 fine sand (F.M. 1.25) mortar in super structure including necessary cutting and moulding of brick as required thickness of walls not to be less than 1 1/2 brick including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST |
| 73 | M-150 Brick work in 1 cement and 5 fine sand (F.M. 1.25) mortar in super structure including necessary cutting and moulding of brick as required thickness of half brick thick walls including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST |
| 74 | RCC work with cement approved coarse sand and 2cm guage approved stone grit in proportions of 1:1 1/2:3 in slabsexcluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper copmpletion of the work including cost of binding wire. the reate excludes making of drip course which shall be paid extra excluding GST. |
| 75 | M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST |
| 76 | Concrete with 4cm guage brick ballast fine sand of 1.25 FM and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of work excluding GST |
| 77 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 78 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST |
| 79 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 80 | White washing two coats including supply of all materials labour and T&P etc. required for proper completion of the work |
| 81 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC "C" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the "C" Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer"s specification & drawing. 30 mm thick pre laminated PVC door shutters |
| 82 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from rollorming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm). |
| 83 | Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-harge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) |
| 84 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : W.C. pan with ISI marked white solid plastic seat and lid Make:Jaquar |
| 85 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps Make: Jaquar |
| 86 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia Make: Jaquar |
| 87 | Providing and fixing brass bib cock of approved quality 15 mm nominal bore Make: Jaquar |
| 88 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. Make: Jaquar |
| 89 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Make: Jaquar |
| 90 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter Make: Jaquar |
| 91 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 92 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 93 | 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. 15 mm nominal outer dia Pipes |
| 94 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 95 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 96 | Toilets cum changing rooms for Tennies |
| 97 | Supply & fixing of 10 mtr GI Octagonal Pole and the head frame suitable for 3 luminaries of approved make (top dia 100mm, Bottom dia 200 mm and base plate 16mm thik) in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T&P completee in all respect |
| 98 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 99 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 250 Watt. Confirming to IP 66 protection complete in all respect. |
| 100 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 40 Watt. Confirming to IP 66 protection complete in all respect. |
| 101 | Supply and fixing of 5 Watt LED Spot/Spike light luminaire Confirming to IP 66 Protection complete in all respect. |
| 102 | Supply and fixing ofAntique Style lamp post with 4 mt height &imperial lights 40-45Watt LEDluminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect. |
| 103 | Supply and fixing of decorative 3 m high lamp post with 20 Watt LED solar bollard luminaire with driver set confirming to IP 65 protection complete in all respect. |
| 104 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB"s (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB"s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only Incoming 100 Amp MCCB -1 No & Outgoning 63 Amp. MCCB-1 No & 32 Amp. MCCB-2 Nos. |
| 105 | Incoming 400 Amp. MCCB-1 Nos & Outgoning 100 Amp.MCCB-4 Nos. & 63 Amp.MCCB-1Nos. |
| 106 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. 25 A TPN |
| 107 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade to be passed through G.I./M.S. or Hume pipe in road crossing or along the wall. The cost of the G.I. pipe, hume pipe is to be extra of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 240 sq. mm 3-1/2 core |
| 108 | 16 sq. mm 4 core |
| 109 | 16 sq. mm 2 core |
| 110 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 111 | 160 mm dia (OD-160 mm & ID-135 mm nominal) |
| 112 | Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 113 | Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipeof 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 114 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 240 sq. mm (62mm) |
| 115 | 4 X 16 sq. mm (28mm) |
| 116 | 2 X 16 sq. mm (22mm) |
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