Haridwar Development Authority has published Redevelopment And Beautification Of Satikund Kankhal Redevelopment And Beautification Of Satikund Kankhal , Haridwar. Submission Date for this Tender is 18-12-2020. Landscape Tenders in Kankhal, Haridwar Uttarakhand. Bidders can get complete Tender details and download the document.
| Name of Work: REDEVELOPMENT AT SATIKUND AT HARIDWAR | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DISMANTLING WORK | |||
| 2 | 1.01 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 2-4-2-B\n(MORD) | BI01010001010000000000000515BI0100001113 | 426 | Sqm |
| 3 | 1.02 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar 2-4-2-B\n(MORD) | BI01010001010000000000000515BI0100001114 | 13.8 | Cum |
| 4 | 2 | SITE CLEARANCE | |||
| 5 | 2.01 | Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2-2\n(MORTH) | BI01010001010000000000000515BI0100001115 | 1.35 | Hec. |
| 6 | 3 | EARTH WORK | |||
| 7 | 3.01 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 3-13-1-A (MORTH)\n | BI01010001010000000000000515BI0100001116 | 1778.51 | Cum |
| 8 | 4 | BACK FILLING | |||
| 9 | 4.01 | Construction of embankment with approved material obtained from borrow pits cu.m (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 A.R D.S.R. 2018 (1.1.2+ 1.2.8.1) | BI01010001010000000000000515BI0100001117 | 0.87 | Cum |
| 10 | 5 | DESPOSAL OF SOIL | |||
| 11 | 5.01 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 1 km for all lifts, complete as per directions of Engineer-in-charge. 1.1.18 DSR 2018 | BI01010001010000000000000515BI0100001118 | 1467.9 | Cum |
| 12 | 6 | P.C.C. | |||
| 13 | 6.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 12-4 (MORTH) | BI01010001010000000000000515BI0100001119 | 19.76 | Cum |
| 14 | 7 | C.C. | |||
| 15 | 7.01 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 12-8-A (MORTH) | BI01010001010000000000000515BI0100001120 | 159.21 | Cum |
| 16 | 8 | WHITE SAND STONE & GRANITE WORK | |||
| 17 | 8.01 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. DSR 18 11.28.2\n | BI01010001010000000000000515BI0100001121 | 2136.1 | Sqm |
| 18 | 8.02 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. DSR 18 11.56.1 | BI01010001010000000000000515BI0100001122 | 21.98 | Sqm |
| 19 | 9 | CEMENT CONCRETE WORK | |||
| 20 | 9.01 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 Using concrete Mixer 12-5-4 (MORD) | BI01010001010000000000000515BI0100001123 | 103.31 | Cum |
| 21 | 10 | SUPERSTRUCTURE | |||
| 22 | 10.01 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 13-1-2-A (MORD) | BI01010001010000000000000515BI0100001124 | 49.22 | Cum |
| 23 | 11 | STEEL | |||
| 24 | 11.01 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 13-6 (MORTH) | BI01010001010000000000000515BI0100001125 | 28.75 | Ton |
| 25 | 12 | CENTERING & SHUTTERING | |||
| 26 | 12.01 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.2 | BI01010001010000000000000515BI0100001126 | 131.9 | sqm |
| 27 | 12.02 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 | BI01010001010000000000000515BI0100001127 | 161.94 | sqm |
| 28 | 12.03 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.3 | BI01010001010000000000000515BI0100001128 | 308.61 | sqm |
| 29 | 12.04 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.5 | BI01010001010000000000000515BI0100001129 | 165.17 | sqm |
| 30 | 12.05 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.6 | BI01010001010000000000000515BI0100001130 | 31.86 | sqm |
| 31 | 13 | BRICK WORK UP TO PLINTH LEVEL | |||
| 32 | 13.01 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and\nplastering, as per drawing and technical specificationsCement mortar1:6 (1cement :6 sand) 12-6-D (MORTH) | BI01010001010000000000000515BI0100001131 | 5.65 | Cum |
| 33 | 14 | BRICK WORK ABOVE SUPERSTRUCTURE | |||
| 34 | 14.01 | Brick masonry work in cement mortar 1:6 in foundation complete excluding pointing and plastering, as per drawing and technical specifications.Cement mortar1:6 (1cement :6 sand) 6.4.2 (D.S.R. 18) | BI01010001010000000000000515BI0100001132 | 17.44 | Cum |
| 35 | 15 | HALF BRICK WORK | |||
| 36 | 15.01 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 6.13.2 (D.S.R. 18) | BI01010001010000000000000515BI0100001133 | 41.52 | Sqm |
| 37 | 16 | PLASTER WORK | |||
| 38 | 16.01 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 \nNote:-If cement plaster 12 mm or 18 mm thick is required elsewhere only the quantity of cement mortar may be changed on prorata basis without any change in the labour. 12-3 (MORD) | BI01010001010000000000000515BI0100001134 | 164.28 | sqm |
| 39 | 17 | MEURAL WORK SURROUNDIG WALL | |||
| 40 | 17.01 | Provisioning and fixing of Fiber Wall Mural for 52 Shakti peeth temple picture Art in park to be made by hand on site by artist . , as per the approved design by the competent authority, at the required place all complete with all necessary support structure and required, excluding Electrical fixtures, wiring and connections. The contractor to work in coordination with the Competent Design authority and Architect. \nMR | BI01010001010000000000000515BI0100001135 | 393.57 | Sqm |
| 41 | 18 | EXISTING TEMPLE PAINTING | |||
| 42 | 18.01 | painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 10-5 (MORD) | BI01010001010000000000000515BI0100001136 | 1041.4 | Sqm |
| 43 | 19 | SOLAR LIGHT | |||
| 44 | 19.01 | Solar Street Light : Module 12V/50w, Battery 12V 50 Ah, Cables, LED 18 Watt, Pole and Structure (5 mtr.), wiring, battery etc. including construction of concrete base of standard size as per relevant IS code, laying, jointing, installation, transportation etc. inclusive of all MR | BI01010001010000000000000515BI0100001137 | 26 | Nos |
| 45 | 20 | S S BENCH | |||
| 46 | 20.01 | Stainless Steel Bench, three Seater metro bench with Back rest MR | BI01010001010000000000000515BI0100001138 | 20 | Nos |
| 47 | 21 | DUST BIN | |||
| 48 | 21.01 | Trash bins: 2 wheeler of 120 ltr. Capacity\nSize: D480 x D 550 x H 940mm MR\n | BI01010001010000000000000515BI0100001139 | 10 | Nos. |
| 49 | 22 | MS RAILING ARROUND THE SATI KUND | |||
| 50 | 22.01 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 10.25.2 DSR-2018 | BI01010001010000000000000515BI0100001140 | 11759.1 | Kg |
| 51 | 23 | MS WORK | |||
| 52 | 23.01 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.1\n(D.S.R. 18) | BI01010001010000000000000515BI0100001141 | 2952.99 | Kg |
| 53 | 24 | PERGOLA | |||
| 54 | 24.01 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 (D.S.R. 18) | BI01010001010000000000000515BI0100001142 | 28.35 | Kg |
| 55 | 25 | MS COLUMN GROUTING, C.C FOOTING | |||
| 56 | 25.01 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy 16-4 (MORTH) | BI01010001010000000000000515BI0100001143 | 181 | no |
| 57 | 26 | MS RAILING PAINT | |||
| 58 | 26.01 | Painting on steel surfaces ( Providing and applying two coat of ready mix paint of approved brand on steel surface after through cleaning of surface to give an evan shade 8-9 (MORTH) | BI01010001010000000000000515BI0100001144 | 659.13 | sqm |
| 59 | 27 | ROOF SHEET WORK | |||
| 60 | 27.01 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.10.2 (DSR 2018) | BI01010001010000000000000515BI0100001145 | 3187.82 | Kg |
| 61 | 27.02 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.80 mm thick with zinc coating not less than 275 gm/m² 12.4.1 (DSR 2018)\n | BI01010001010000000000000515BI0100001146 | 24.4 | mtr. |
| 62 | 27.03 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet\nwashers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),\nexcluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m² 12.1.1 (DSR 2018) | BI01010001010000000000000515BI0100001147 | 36.98 | sqm |
| 63 | 28 | DOOR WINDOW WORK | |||
| 64 | 28.01 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class teak wood 9.9.1 (DSR 2018) | BI01010001010000000000000515BI0100001148 | 5.86 | sqm |
| 65 | 28.02 | Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5 mm (± 0.2 mm) made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. 9.141 (DSR 2018) | BI01010001010000000000000515BI0100001149 | 86.15 | mtr. |
| 66 | 28.03 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. 9.118.2 (DSR 2018) The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001150 | 16.8 | sqm |
| 67 | 29 | PLUMBING WORK (TOILET) | |||
| 68 | 30 | C.P.V.C. PIPE | |||
| 69 | 30.01 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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. (18.7 ) DSR 2018 15 mm dia. nominal bore | BI01010001010000000000000515BI0100001151 | 525 | Meter |
| 70 | 30.02 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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. (18.7 ) DSR 2018 20 mm dia. nominal bore | BI01010001010000000000000515BI0100001152 | 10 | Meter |
| 71 | 30.03 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(18.9 ) DSR 2018 150 mm nominal inner dia Pipes | BI01010001010000000000000515BI0100001153 | 72 | Meter |
| 72 | 31 | UNION | |||
| 73 | 31.01 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 15 mm nominal bore (18.46.1) DSR 2018 | BI01010001010000000000000515BI0100001154 | 175 | Nos |
| 74 | 31.02 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore (18.46.2) DSR 2018 | BI01010001010000000000000515BI0100001155 | 4 | Nos |
| 75 | 32 | BIB COCK | |||
| 76 | 32.01 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (18.49.1) DSR 2018 | BI01010001010000000000000515BI0100001156 | 20 | Nos |
| 77 | 33 | STOP COCK | |||
| 78 | 33.01 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (18.16) DSR 2018 15 mm nominal bore. | BI01010001010000000000000515BI0100001157 | 20 | Nos |
| 79 | 33.02 | Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore (18.21.2.1) DSR 2018 | BI01010001010000000000000515BI0100001158 | 7 | Nos |
| 80 | 34 | BELL VALVE | |||
| 81 | 34.01 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (18.18) DSR 2018 25 mm nominal bore (Horizontal) | BI01010001010000000000000515BI0100001159 | 1 | Nos |
| 82 | 35 | TERRACE TANK | |||
| 83 | 35.01 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. 18.48 DSR 2018 | BI01010001010000000000000515BI0100001160 | 1000 | Nos |
| 84 | 36 | W.C. | |||
| 85 | 36.01 | 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 black solid plastic seat and lid 17.1.1 DSR 2018 | BI01010001010000000000000515BI0100001161 | 7 | Nos |
| 86 | 37 | WASH BASIN | |||
| 87 | 37.01 | 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 630x450 mm with a pair of 15 mm C.P. brass pillar tap (17.7.1) DSR 2018 | BI01010001010000000000000515BI0100001162 | 7 | Nos |
| 88 | 38 | SOIL WASTE PIPE | |||
| 89 | 38.01 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 100 mm nominal inner dia Pipes 18.9.9 DSR 2018 | BI01010001010000000000000515BI0100001163 | 45 | Meter |
| 90 | 38.02 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm nominal inner dia Pipes 18.9.8 DSR 2018 | BI01010001010000000000000515BI0100001164 | 20 | Meter |
| 91 | 39 | CLAMPS | |||
| 92 | 39.01 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : for 110 mm dia pipe 17.37.1 | BI01010001010000000000000515BI0100001165 | 15 | Nos |
| 93 | 39.02 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : for 75 mm dia pipe 17.37.2 | BI01010001010000000000000515BI0100001166 | 7 | Nos |
| 94 | 40 | DRAIN PIPE | |||
| 95 | 40.01 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1.1 DSR 2018 | BI01010001010000000000000515BI0100001167 | 12 | Nos |
| 96 | 41 | MIRROR | |||
| 97 | 41.01 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Circular shape 450 mm dia 17.32.1 DSR 2018 | BI01010001010000000000000515BI0100001168 | 7 | Nos |
| 98 | 42 | SOAP DISH | |||
| 99 | 42.01 | 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. 18.65 DSR 2018 | BI01010001010000000000000515BI0100001169 | 7 | Nos |
| 100 | 43 | DOUBLE EQUAL JUNTION | |||
| 101 | 43.01 | Providing and fixing double equal plain junction of required degree. 100x100x100mm 17.42.1.1 DSR 2018 | BI01010001010000000000000515BI0100001170 | 8 | Nos. |
| 102 | 43.02 | Providing and fixing double equal plain junction of required degree. 75x75x75x75 mm 17.42.2.1 DSR 2018 | BI01010001010000000000000515BI0100001171 | 7 | Nos. |
| 103 | 44 | BENDS | |||
| 104 | 44.01 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm diameter pipe 17.40.1.1 | BI01010001010000000000000515BI0100001172 | 8 | Nos |
| 105 | 44.02 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 75 mm diameter pipe 17.40.2.1 | BI01010001010000000000000515BI0100001173 | 7 | Nos |
| 106 | 45 | URRINAL | |||
| 107 | 45.01 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern 17.4.1 DSR 2018 | BI01010001010000000000000515BI0100001174 | 4 | Nos |
| 108 | 46 | MANHOLE | |||
| 109 | 46.01 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.7.1.1 DSR 2018 1.68 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : | BI01010001010000000000000515BI0100001175 | 3 | Nos |
| 110 | 47 | MANHOLE COVER | |||
| 111 | 47.01 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Rectangular shape 600x450 mm internal dimensions 19.19.1 DSR 2018 | BI01010001010000000000000515BI0100001176 | 3 | Nos. |
| 112 | 48 | FLOORING WORK | |||
| 113 | 48.01 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 11.41.2 DSR 2018 | BI01010001010000000000000515BI0100001177 | 43.6 | sqm |
| 114 | 48.02 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm 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. 8.31 DSR 2018 | BI01010001010000000000000515BI0100001178 | 86.44 | sqm |
| 115 | 48.03 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm | BI01010001010000000000000515BI0100001179 | 3.7 | sqm |
| 116 | 49 | SUB - BASE | |||
| 117 | 49.01 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material 4-1-B-1 (MORTH) | BI01010001010000000000000515BI0100001180 | 2.75 | Cum |
| 118 | 50 | HORTICULTURE WORK | |||
| 119 | 51 | HEDGE | |||
| 120 | 51.01 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 6.12 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001181 | 1000 | Nos. |
| 121 | 51.02 | Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 6.6 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001182 | 870 | Nos. |
| 122 | 52 | GROUND COVER | |||
| 123 | 52.01 | Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 6.11 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001183 | 2000 | Nos. |
| 124 | 53 | CREEPERS | |||
| 125 | 53.01 | Providing and stacking Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 9.4 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001184 | 8 | Nos. |
| 126 | 53.02 | Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 9.12 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001185 | 6 | Nos. |
| 127 | 53.03 | Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of\nthe officer-in-charge. . 9.8 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001186 | 6 | Nos. |
| 128 | 54 | TREES | |||
| 129 | 54.01 | Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge. 5.11 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001187 | 6 | Nos. |
| 130 | 54.02 | Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. 7.11 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001188 | 12 | Nos. |
| 131 | 54.03 | Providing and Displaying Travelers palm well developed with fresh & healthy foliage 120 to 150 cm ht. in 35 cm Cement Pot as per direction of the officer-in-charge. 5.42 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001189 | 2 | Nos. |
| 132 | 54.04 | Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the\nofficer-in-charge. 5.3 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001190 | 15 | Nos. |
| 133 | 54.05 | Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers, well developed, fresh and healthy with lush green foliage\nin 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. 3.21 DSR 2018\n(HORT.) | BI01010001010000000000000515BI0100001191 | 8 | Nos. |
| 134 | 54.06 | Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge 7.69 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001192 | 10 | Nos. |
| 135 | 54.07 | Providing and Displaying Topairy plant of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm t., in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge. 5.40 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001193 | 8 | Nos. |
| 136 | 55 | GRASS | |||
| 137 | 55.01 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 2.34 DSR 2018 (HORT.) | BI01010001010000000000000515BI0100001194 | 2050 | Sqm |
| 138 | 56 | SOLAR WATER PUMP | |||
| 139 | 56.01 | Supply, erection, Testing and commissioning of 7.5 H.P Solar Water Pump System at Sati Kund consisting of 7.5 HP Solar Openwell Pump Horizontal Openwell 7.5 H.P (3 Phase AC, 300V , 17.0 Amp , 50 Hz), 10 Mtr. Head, Discharge in LPD 5,75,000 \nWarranty -03 Years. (with 18% GST) M.R. | BI01010001010000000000000515BI0100001195 | 2 | Set |
| 140 | 56.02 | 7500 Wp Solar Panels\nWarranty -5 Years, Life – 25 years (with 18% GST) M.R. | BI01010001010000000000000515BI0100001196 | 2 | Set |
| 141 | 56.03 | Controller (7.5 HP 380 Vac 3?, 800 Vdc max),\nWarranty -03 Years (with 18% GST) M.R. | BI01010001010000000000000515BI0100001197 | 2 | Set |
| 142 | 56.04 | Change Over starter for 7.5 HP Motor.\nWarranty -03 Years (with 18% GST) M.R. | BI01010001010000000000000515BI0100001198 | 2 | Set |
| 143 | 56.05 | Suitable MS structure for panel and other\naccessories. (with 18% GST) M.R. | BI01010001010000000000000515BI0100001199 | 2 | Set |
| 144 | 56.06 | Annual Maintenance Contract for Both\nSystems. Regular Visit :Quarterly\nEmergency Visit :02 Nos.(As per the system\nrequirement) (with 18% GST) M.R. | BI01010001010000000000000515BI0100001200 | 1 | Set |
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