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Tender For Construction Of Open Amphitheatre At Roma Tribe Memorial And Mukta Kashi Manch Kannauj- U.P., kannauj-Uttar Pradesh

Uttar Pradesh Projects Corporation Limited has published Tender For Construction Of Open Amphitheatre At Roma Tribe Memorial And Mukta Kashi Manch Kannauj- U.P.. Submission Date for this Tender is 09-08-2023. Auditorium Construction Tenders in kannauj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

38919515
Tender For Construction Of Open Amphitheatre At Roma Tribe Memorial And Mukta Kashi Manch Kannauj- U.P.
Open Tender
Indian
Uttar Pradesh
kannauj
09-08-2023

Tender Details

Construction Of Open Amphitheatre At Roma Tribe Memorial And Mukta Kashi Manch Kannauj- U.P.

Key Value

Document Fees
INR 17700 /-
EMD
INR 737000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Open Amphitheatre at Roma Tribe Memorial and Mukta Kashi Manch Kannauj- U.P.
Sl. No. Item Description
1Construction of Open Amphitheatre at Roma Tribe Memorial and Mukta Kashi Manch Kannauj- U.P.
2Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete.
3Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
4Excavating, supplying and filling of local Sand including lead and liftalso including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
5Providing and laying in Cement concrete 8:4:1 ofnot less than strength of stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete,including cost of form work in foundation and floors
6Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
7Same as item above but All works above plinth level upto floor V level for Beam (Concrete of M25 grade with minimum cement content of 330 kg /cum)
8Same as item above but All works above plinth level upto floor V level for Slab (Concrete of M25 grade with minimum cement content of 330 kg /cum)
9Same as item above but All works above plinth level upto floor V level for Column (Concrete of M25 grade with minimum cement content of 330 kg /cum)
10Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
11Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
12Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
13Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
14Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
15P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
16First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
17M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
1812mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
19Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with : Sal wood
20Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
21Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
22French spirit polishing :Two or more coats on new works including a coat of wood filler
23Providing 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
24Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
25River finish Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
2640 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone
27Designing & Making of Coloured Wall muralon Specialtheme as per direction of architect in charge
28Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
29Structural 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
30Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
31Providing & fixing of Tensile Fabric roof over Steps fixing in metal Space frame pipe with LED light and fittings as per design and approval of architect and work complete in direction of engineer in charge.
32Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
33Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
34Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
35Frame anchor HRD-C 10x140
36Frame anchor HRD-C 10x120
37Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door 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 roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall 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 sealent 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 sealent 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. Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm
38Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. (Make - Saint gobain/ Asahi/ Modigardian)
39Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
40Providing 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. Glazed vitrified tiles/ Matt/ Antiskid finish ofSize of Tile 600x600 mm
41Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
42Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm
43Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
44(a) 250 mm x 10mm
45(a) 200 mm x 10mm
46Providing and fixing bright finished brass handles with screws etc. complete:125 mm
47Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
48Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).Red sand stone - 30mm thick gang saw cut stone
49Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.
50Supplying & fixing in position Toilet Cubicle (offollowing standard dimension which includes 600mm door size width) made ofheat, bacteria, water, chemical, scratch and impact anti bacterial resistant 12mm thick solid compact laminate panels duly tested by Authorizesd lab. Finish of Compact Laminate Should be Suede/ *Raw Silk, which includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. The product should have Green Guard Certificate.This also includes providing and fixing in position necessary hardware made out of Stainless steel (Grade 304) as per manufacturer’s specifications & Architects instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset with Occupancy indicators, (4) Coat hooks with Door stopper (5) U- Channels, (6) Adjustable foot/pedestal, (7) Top rail with Corner connector (8) Rubber noise deafening tape, (9) Screws & wall Plugs. (Make Greenlam/ Duro/ Century or equivalent) The top fitting should consist of SS roundtop rail which will get fixed with pilasters, with SS panel tube holder, SS corner bend (connected with top rail) will be used on the corner of cubicle in absence of brick wall, SS wall fixing is used only on the wall which will hold the ss top rail. All screws will of 304 Grade in stainless steel with satin finish. All pilasters are supported by stainless steel Bottom Cladding. The base of the stainless steel bottom cladding will be anchored to the floor with a clearance height upto 150mm.ToiletCubicle with standard dimension of 2025mm Height x 1000mm Width x 1550mm Depth, which includes 600mm door size width).
51Electrical
52Wiring points for light with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.
53Wiring points for Fan /Fresh air fan (light duty exhaust fan )with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.
54Wiring points for Plug with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & socketsheet etc.complete in all respects.as directed including matching colour wash.
55Wiring points for Call bell with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type bell push or 2pin socket etc.complete in all respects.as directed including matching colour wash.
56Supply & fixing ofbuzzer on polished MDFEG/Teak ply board including making connections etc. complete in all respect.
57Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable inPVC conduitpipe partly concealed including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C.
58Supply and wiring of submain with two number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 2.5 Sqmm FR PVC Multistand copper earth contunity wire including colour wash etc. complete in all respects.
59Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 4.0 Sqmm FR PVC Multistand copperearth contunity wire including colour wash etc. complete in all respects.
60S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWG MS. Sheet incorporating 10mm dia, M.S. round bar duly bent for supporting fan hanger dully painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C roof before concreting along with supply of all materials,labour. T& Petc. required for proper completion of the work.
61Supply and fixing of flush/surface mounting distribution boardswith additional metal door without MCBcomplete in all respects.6 Way TPN
62Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve 6 - 32 amps.Cat. A
63Supply and fixing of 40/63 Amp MCB(10KA)C Curve 63 Amp. 4 Pole MCB C Curve-Cat. A
64Supply and fixing of power plug with 15 Amp./250 Volt flush type universal switch and 5 pin 15 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.
65Supply and fixing of power plug with 20 Amp./250 Volt flush type universal switch and 5 pin 20 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.
66Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. Cat. AA
67Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.
68Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light complete including tube etc. on surface complete in all respect.
691 X 22 W CAT-AAA
702 X 22 WCAT-AAA
71Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect .(Category AAA )
72Supply 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.
73Supply &fixingofwater tight oblong 10 watt LED bulkhead luminaire with driver set confirming to IP 65 and above protectioncomplete in all respect.
74Supply of Ceilling Fans with fan motor of A.C. Permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 abd also comply with IS: 1709/1984 with latest amendment. The rate voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball bearing system.
75Supplyfixingofelectronic fan regulator (Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
76Supply & erection ofA.C 230/250 Volts,50 Hz exhaust fans including providing m.S bolts,mounting frame and other acessories including connections etc.complete as required300mm sweep as per directionof E/I Makebajaj,Cromption or Equivalent.
77Supply & fixingof Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in allrespects as per direction and satisfaction of engineer-in-charge.-Cat. A
78Supply and fixing of 63 A 415 V metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect .
79Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.
80Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.
81Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.2mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB"s to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. The minimum clearances between bus bars shall be as follows : Phase to phase - minimum 20mm Phase to neutral-minimum 15mm 63 AMP TNP-2 NOS. OR outgoing as per site requirment
82S/F of 100 mm dia G.I pipe "B" class for cable completed with support"s by 3 nos. clamp made for 20x30 mm MS flat and suitable size of nutbolt & washer required for proper completion of worh as per direction of E/I.
83Supply and laying of aluminium conducter PVC insulated armoured served sheathed cables 1100 volts grate at a depth of below ground lvl overa cusion of 75 mm thick sand alroundand protected with burnt on side and on top ,On surface the cable run shallbe fixed on M.S clamps etc. of suitable size or as directed by E/I complete in all respects,The armouring of the cable shall be properly connected with the earth conductor by clamps atc.(i) 10 Sq. mm 2core
84Supply & fixing of plain or pin type copper tin plated cable socket to the cable leads, insulated with tape and making connection etc. complete in all respect as per direction of E/I (i) 10 Sq. mm
85Plumbing
86Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. water closet of size 780x370x690 mm
87Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
88Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.
8932 mm dia (for wash basin)
9040 mm dia(for sink and urinal)
91Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
92Providing & fixing viterous china toilet paper holder.
93Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal
94Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
95Providing 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 heigh
96Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
97Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole
98Providing & fixing soil, waste and vent pipes.
99a) 100mm dia centrifugally cast iron S & S pipe.
100b)75mm dia centrifugally cast iron S & S pipe.
101Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters.
102100 mm
10375 mm
104Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc.
105a) for 100mm dia pipe.
106b) for 75mm dia pipe.
107Providing & fixingcast iron coller.
108a) 100mm dia.
109b)75mm dia.
110Providing & fixing upvc SWR bend confirming to IS -14735
111110mm dia
112Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.
113a) 100mm
114b) 75mm
115Providing and fixing centrifugaly cast iron single equal plain junction of required degree.
116100x100x100mm
11775x75x75mm
118Providing and fixingcast iron terminal guard.
119100 mm
12075 mm
121Providing 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.
122Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).
123Internal work-Exposed on wall
12415mm dia nominal bore
12520mm dia nominal bore
12625mm dia nominal bore
12732mm dia nominal bore
128Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.
12915mm dia nominal bore
13020mm dia nominal bore
13125mm dia nominal bore
13232mm dia nominal bore
133Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work) Exposed on wall
134a) 15mm dia nominal outer dia pipes
135a) 20mm dia nominal outer dia pipes
136Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)
13725 mm nominal bore
13832 mm nominal bore
139Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore
140Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions.
141Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931.
142Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms.
143Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931.
144Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank.750 litres capacity
145SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - I
146Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter
147Providing, laying and joining glazed stone ware pipes grade "A"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter
148Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter
149Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75
150(i) For Sewer Line
151Extra for depth of man hole size 90x80 cm
152Providing and fixing square mouthS. W. Gully trapgrade `A" complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 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 180 x 150 mm. size P type
153Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
154Stage Block
155Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtrfrom the foundation trenches.
156Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
157Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8km.From the site of work and including watering, ramming , dressing etc.Rate to include cost of all materials, labour and T& p etc.required for proper completion of the work.
158Providing and injectingchemical emulsion for Preconstructional antitermite treatment andcreating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the externalperimer of binding expansion joints,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such asHepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5Litres per Sq.M. (4) Treatment ofsoil along External Perimerterof Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M
159Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
160Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
161Same as item above but All works above plinth level upto floor V level for Column (Concrete of M25 grade with minimum cement content of 330 kg /cum)
162Same as item above but All works above plinth level upto floor V level for Beam (Concrete of M25 grade with minimum cement content of 330 kg /cum)
163Same as item above but All works above plinth level upto floor V level for Slab (Concrete of M25 grade with minimum cement content of 330 kg /cum)
164Same as item above but All works above plinth level upto floor V level for Band (Concrete of M25 grade with minimum cement content of 330 kg /cum)
165Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
166Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
167Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
168Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
169P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
170First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
171M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
172M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2") thickness.
17312mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
17412mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
175Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
176Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
177Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
178Frame anchor HRD-C 10x140
179Frame anchor HRD-C 10x120
180Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door 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 roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall 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 sealent 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 sealent 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. Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm
181Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. (Make - Saint gobain/ Asahi/ Modigardian)
182Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
183Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
184Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
185Cement 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
186Providing 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. Glazed vitrified tiles/ Matt/ Antiskid finish ofSize of Tile 600x600 mm
187Providing 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
188Providing and laying integral cement based waterroofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing Compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above
189Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
190Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm
191Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
192(a) 250 mm x 10mm
193(a) 200 mm x 10mm
194Providing and fixing bright finished brass handles with screws etc. complete:125 mm
195Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
196Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).Red sand stone - 30mm thick gang saw cut stone
197Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.
198Providing & fixing of 50 mm thick GRC Jali including grout in brick wall as per drawing & design and approval of architect in charge.
199Stage Block Electical
200Wiring points for light with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.
201Wiring points for Fan /Fresh air fan (light duty exhaust fan )with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.
202Wiring points for Plug with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & socketsheet etc.complete in all respects.as directed including matching colour wash.
203Wiring points for Call bell with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type bell push or 2pin socket etc.complete in all respects.as directed including matching colour wash.
204Supply & fixing ofbuzzer on polished MDFEG/Teak ply board including making connections etc. complete in all respect.
205Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable inPVC conduitpipe partly concealed including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C.
206Supply and wiring of submain with two number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 2.5 Sqmm FR PVC Multistand copper earth contunity wire including colour wash etc. complete in all respects.
207Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 4.0 Sqmm FR PVC Multistand copperearth contunity wire including colour wash etc. complete in all respects.
208S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWG MS. Sheet incorporating 10mm dia, M.S. round bar duly bent for supporting fan hanger dully painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C roof before concreting along with supply of all materials,labour. T& Petc. required for proper completion of the work.
209Supply and fixing of flush/surface mounting distribution boardswith additional metal door without MCBcomplete in all respects. 6 Way TPN
210Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve 6 - 32 amps.Cat. A
211Supply and fixing of 40/63 Amp MCB(10KA)C Curve 63 Amp. 4 Pole MCB C Curve-Cat. A
212Supply and fixing of power plug with 15 Amp./250 Volt flush type universal switch and 5 pin 15 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.
213Supply and fixing of power plug with 20 Amp./250 Volt flush type universal switch and 5 pin 20 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.
214Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. Cat. AA
215Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.
216Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light complete including tube etc. on surface complete in all respect.
2171 X 22 W CAT-AAA
2182 X 22 W CAT-AAA
219Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect .(Category AAA )
220Supply 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.
221Supply &fixingofwater tight oblong 10 watt LED bulkhead luminaire with driver set confirming to IP 65 and above protectioncomplete in all respect.
222Supply of Ceilling Fans with fan motor of A.C. Permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 abd also comply with IS: 1709/1984 with latest amendment. The rate voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball bearing system.
223Supplyfixingofelectronic fan regulator (Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
224Supply & erection ofA.C 230/250 Volts,50 Hz exhaust fans including providing m.S bolts,mounting frame and other acessories including connections etc.complete as required300mm sweep as per directionof E/I Makebajaj,Cromption or Equivalent.
225Supply & fixingof Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in allrespects as per direction and satisfaction of engineer-in-charge.-Cat. A
226Supply and fixing of 63 A 415 V metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect .
227Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.
228Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.
229Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.2mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB"s to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. The minimum clearances between bus bars shall be as follows : Phase to phase - minimum 20mm Phase to neutral-minimum 15mm 63 AMP TNP-2 NOS. OR outgoing as per site requirment
230S/F of 100 mm dia G.I pipe "B" class for cable completed with support"s by 3 nos. clamp made for 20x30 mm MS flat and suitable size of nutbolt & washer required for proper completion of worh as per direction of E/I.
231Supply and laying of aluminium conducter PVC insulated armoured served sheathed cables 1100 volts grate at a depth of below ground lvl overa cusion of 75 mm thick sand alroundand protected with burnt on side and on top ,On surface the cable run shallbe fixed on M.S clamps etc. of suitable size or as directed by E/I complete in all respects,The armouring of the cable shall be properly connected with the earth conductor by clamps atc.(i) 10 Sq. mm 2core
232Supply & fixing of plain or pin type copper tin plated cable socket to the cable leads, insulated with tape and making connection etc. complete in all respect as per direction of E/I (i) 10 Sq. mm
233Stage Block Plumbering
234Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. water closet of size 780x370x690 mm
235Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-
236(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
237Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin)
238Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
239Providing & fixing viterous china toilet paper holder.
240Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
241Providing 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
242Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
243Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole
244Providing & fixing soil, waste and vent pipes.
245a) 100mm dia centrifugally cast iron S & S pipe.
246b)75mm dia centrifugally cast iron S & S pipe.
247Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters.
248100 mm
24975 mm
250Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc.
251a) for 100mm dia pipe.
252b) for 75mm dia pipe.
253Providing & fixingcast iron coller.
254a) 100mm dia.
255b)75mm dia.
256Providing & fixing upvc SWR bend confirming to IS -14735
257110mm dia
258Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.
259a) 100mm
260b) 75mm
261Providing and fixing centrifugaly cast iron single equal plain junction of required degree.
262100x100x100mm
26375x75x75mm
264Providing and fixingcast iron terminal guard.
265100 mm
26675 mm
267Providing 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.
268Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).
269Internal work-Exposed on wall
27015mm dia nominal bore
27120mm dia nominal bore
27225mm dia nominal bore
27332mm dia nominal bore
274Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.
27515mm dia nominal bore
27620mm dia nominal bore
27725mm dia nominal bore
27832mm dia nominal bore
279Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work) Exposed on wall
280a) 15mm dia nominal outer dia pipes
281a) 20mm dia nominal outer dia pipes
282Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)
28325 mm nominal bore
28432 mm nominal bore
285Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats).
28625 mm nominal bore
287Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions.
288Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931.
289Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms.
290Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931.
291Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 750 litres capacity
292SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - I
293Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
294Providing, laying and joining glazed stone ware pipes grade "A"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter
295Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter
296Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line
297Providing and fixing square mouthS. W. Gully trapgrade `A" complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 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 180 x 150 mm. size P type
298Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
299Kisok
300Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtrfrom the foundation trenches.
301Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
302Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
303Same as item no Above For lintel inM-25
304Same as item no Above For lighter beams in M-25
305Same as item no Above For slabs in M-25
306Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
307Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic
308P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
309Structural 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
310Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc
311Providing and injectingchemical emulsion for Preconstructional antitermite treatment andcreating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the externalperimer of binding expansion joints,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such asHepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5Litres per Sq.M. (4) Treatment ofsoil along External Perimerterof Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M
312First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
313M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
314M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2") thickness.
315Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
316Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
317Providing & fixing glass panes with putty and glazing clips in steel / Wooden doors, windows, clerestory windows, all complete with : 5 mm thick glass panes
318Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm
319Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm
320Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm
321Providing and fixing Aluminium door stopper with necessary screws, etc. complete.
32212mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
32312mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
324Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
325Cement 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
326Providing 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
327finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
328Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
329Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
330French spirit polishing:Two or more coats on works including a coat of wood filler.
331Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm
332Kisok Electrical
333Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable in heavy gauge rigid steel conduit pipepartly concealedin wall&partlylaidin slab along with the reinforcement before concreting complete with 14 S.W.Gcopper earth continuity wire&piano typeswitchetc. complete in all respects.
334Same as in item no. 1 but for fan. and light duty exhaust fan
335Same as in item no. 1butfor 5ampplug point with piano type switch & socket etc.
336Add for light / fan points with modular type switches in place of piano type switches
337Add for plug point with modular switch & socket in place of piano type switch & socket
338Supply & fixing of power plugwith20amp 250 volts flush type modular switchand 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work
339MAINS & SUBMAINS
340Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects.
3412 x 4 sq. mm.In 20 mm dia conduit.
3422 x 10 sq. mm.In 25 mm dia conduit.
343DISTRIBUTIONBOARDS&CIRCUITBREAKERS
344S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge. 12 WAYS
345Supply & fixingof 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic)
346S/F of 40 Amp DP MCB (10 KA)(Legrand Lexic)
347S/F of sheet steelenclosure for DP / TP / FP MCB with neutral link and earth terminal.
348EARTHING
349Supply&burryingof 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnelforwatering and one earthing lead ofno. 8SWGG.I. wirein 15 mm dia. GI pipe uptoswitch board (from apron to switch boardthecost of GI pipe & GI wire willbeextra)300mm square C.I. box with hinged cover,masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect .
350Supplying & Laying of one number 8 SWG G. I. wirein 15 mm. dia. G. I.pipefor earthing, laidin groundor inwall duly concealedincludingthecostofcement, sand, labour, T&Pandothermaterial required for proper completion ofthework as directed at site.
351CABLES
352Supply andlayingofISI marked aluminiumconductor PVC / XLPE insulated armoured,served,sheathed cable 1100volts gradeat 750mmbelow ground level overacushion of 75 mm thick sand around & protected with brick onsides & top on surfacethecablerunshallbe fixed on M.S. clamps etc. of suitablesize completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor by clamps etc.10 sqmm 2core
353Supplyfixing of plam orpintypecopper tin plated cable socket (lug) tothecable leads, insulating with tapeand making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm.
354Supply andfixing brass nickle plated compression glandsfor PVC insulated armoured,served,sheathed cable including rubber ring etc.completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor. 10 s
355Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects.
356Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect.
357Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect.
358Supply & fixing ofLED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA
359Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect.
360PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES)
361Supply, laying, jointing, testing and commissioning ofISI marked (IS : 14930, part 2) H.D.P.E. (DWC) Double wall Corrugated pipe for cable layinghaving corrugation on outer wall and plain smooth surface at inner side including transportation upto the site, jointing, providing and fixing all fittings i.e. sockets, couplers, reducers, end caps etc including excavation in all kind of soil upto 1 meter depth of suitable width with back filling of soil into trenches tocomplete the works in all respects. (Make : Duraline / Jain / AKG) 63 mm. ID / 78mm OD
362Supply ofAC230/250 volts, 50 HZ fresh airfansincluding providingnuts, bolts, mounting frame and other accessories etc.complete(Make : Bajaj / Usha / newtek / Havells) 300 mm sweep
363Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm
364Guard Room
365Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtrfrom the foundation trenches.
366Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
367Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
368Same as item no Above For lintel inM-25
369Same as item no Above For lighter beams in M-25
370Same as item no Above For slabs in M-25
371Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
372Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic
373P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
374Structural 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
375Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc
376Providing and injectingchemical emulsion for Preconstructional antitermite treatment andcreating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the externalperimer of binding expansion joints,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such asHepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5Litres per Sq.M. (4) Treatment ofsoil along External Perimerterof Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M
377First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
378M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
379M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2") thickness.
380Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
381Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
382Providing & fixing glass panes with putty and glazing clips in steel / Wooden doors, windows, clerestory windows, all complete with : 5 mm thick glass panes
383Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm
384Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm
385Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm
386Providing and fixing Aluminium door stopper with necessary screws, etc. complete.
38712mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
38812mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
389Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
390Cement 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
391Providing 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
392finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
393Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
394Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
395French spirit polishing:Two or more coats on works including a coat of wood filler.
396Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm
397Guard Room Electrical
398Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable in heavy gauge rigid steel conduit pipepartly concealedin wall&partlylaidin slab along with the reinforcement before concreting complete with 14 S.W.Gcopper earth continuity wire&piano typeswitchetc. complete in all respects.
399Same as in item no. 1 but for fan. and light duty exhaust fan
400Same as in item no. 1butfor 5ampplug point with piano type switch & socket etc.
401Add for light / fan points with modular type switches in place of piano type switches
402Add for plug point with modular switch & socket in place of piano type switch & socket
403Supply & fixing of power plugwith20amp 250 volts flush type modular switchand 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work
404MAINS & SUBMAINS
405Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects.
4062 x 4 sq. mm.In 20 mm dia conduit.
4072 x 10 sq. mm.In 25 mm dia conduit.
408DISTRIBUTIONBOARDS&CIRCUITBREAKERS
409S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge.
41012 WAYS
411Supply & fixingof 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic)
412S/F of 40 Amp DP MCB (10 KA)(Legrand Lexic)
413S/F of sheet steelenclosure for DP / TP / FP MCB with neutral link and earth terminal.
414EARTHING
415Supply&burryingof 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnelforwatering and one earthing lead ofno. 8SWGG.I. wirein 15 mm dia. GI pipe uptoswitch board (from apron to switch boardthecost of GI pipe & GI wire willbeextra)300mm square C.I. box with hinged cover,masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect .
416Supplying & Laying of one number 8 SWG G. I. wirein 15 mm. dia. G. I.pipefor earthing, laidin groundor inwall duly concealedincludingthecostofcement, sand, labour, T&Pandothermaterial required for proper completion ofthework as directed at site.
417CABLES
418Supply andlayingofISI marked aluminiumconductor PVC / XLPE insulated armoured,served,sheathed cable 1100volts gradeat 750mmbelow ground level overacushion of 75 mm thick sand around & protected with brick onsides & top on surfacethecablerunshallbe fixed on M.S. clamps etc. of suitablesize completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor by clamps etc. 10 sqmm 2core
419Supplyfixing of plam orpintypecopper tin plated cable socket (lug) tothecable leads, insulating with tapeand making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm.
420Supply andfixing brass nickle plated compression glandsfor PVC insulated armoured,served,sheathed cable including rubber ring etc.completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor. 10 sqmm 2core
421Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects.
422Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect.
423Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect.
424Supply & fixing ofLED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA
425Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect.
426PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES)
427Supply, laying, jointing, testing and commissioning ofISI marked (IS : 14930, part 2) H.D.P.E. (DWC) Double wall Corrugated pipe for cable layinghaving corrugation on outer wall and plain smooth surface at inner side including transportation upto the site, jointing, providing and fixing all fittings i.e. sockets, couplers, reducers, end caps etc including excavation in all kind of soil upto 1 meter depth of suitable width with back filling of soil into trenches tocomplete the works in all respects. (Make : Duraline / Jain / AKG) 63 mm. ID / 78mm OD
428Supply ofAC230/250 volts, 50 HZ fresh airfansincluding providingnuts, bolts, mounting frame and other accessories etc.complete (Make : Bajaj / Usha / newtek / Havells) 300 mm sweep
429Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete
430(Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm
431Control Room
432Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtrfrom the foundation trenches.
433Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
434Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
435Same as item no Above For lintel inM-25
436Same as item no Above For lighter beams in M-25
437Same as item no Above For slabs in M-25
438Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
439Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic
440P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
441Structural 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
442Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc
443Providing and injectingchemical emulsion for Preconstructional antitermite treatment andcreating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the externalperimer of binding expansion joints,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such asHepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5Litres per Sq.M. (4) Treatment ofsoil along External Perimerterof Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M
444First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
445M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
446M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2") thickness.
447Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
448Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
449Providing & fixing glass panes with putty and glazing clips in steel / Wooden doors, windows, clerestory windows, all complete with : 5 mm thick glass panes
450Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm
451Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm
452Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm
453Providing and fixing Aluminium door stopper with necessary screws, etc. complete.
45412mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
45512mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
456Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
457Cement 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
458Providing 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
459finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
460Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
461Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
462French spirit polishing:Two or more coats on works including a coat of wood filler.
463Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm
464Control Room Electrical
465Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable in heavy gauge rigid steel conduit pipepartly concealedin wall&partlylaidin slab along with the reinforcement before concreting complete with 14 S.W.Gcopper earth continuity wire&piano typeswitchetc. complete in all respects.
466Same as in item no. 1 but for fan. and light duty exhaust fan
467Same as in item no. 1butfor 5ampplug point with piano type switch & socket etc.
468Add for light / fan points with modular type switches in place of piano type switches
469Add for plug point with modular switch & socket in place of piano type switch & socket
470Supply & fixing of power plugwith20amp 250 volts flush type modular switchand 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work
471MAINS & SUBMAINS
472Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects.
4732 x 4 sq. mm.In 20 mm dia conduit.
4742 x 10 sq. mm.In 25 mm dia conduit.
475DISTRIBUTIONBOARDS&CIRCUITBREAKERS
476S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge. 12 WAYS
477Supply & fixingof 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic)
478S/F of 40 Amp DP MCB (10 KA)(Legrand Lexic)
479S/F of sheet steelenclosure for DP / TP / FP MCB with neutral link and earth terminal.
480EARTHING
481Supply&burryingof 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnelforwatering and one earthing lead ofno. 8SWGG.I. wirein 15 mm dia. GI pipe uptoswitch board (from apron to switch boardthecost of GI pipe & GI wire willbeextra)300mm square C.I. box with hinged cover,masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect .
482Supplying & Laying of one number 8 SWG G. I. wirein 15 mm. dia. G. I.pipefor earthing, laidin groundor inwall duly concealedincludingthecostofcement, sand, labour, T&Pandothermaterial required for proper completion ofthework as directed at site.
483CABLES
484Supply andlayingofISI marked aluminiumconductor PVC / XLPE insulated armoured,served,sheathed cable 1100volts gradeat 750mmbelow ground level overacushion of 75 mm thick sand around & protected with brick onsides & top on surfacethecablerunshallbe fixed on M.S. clamps etc. of suitablesize completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor by clamps etc. 10 sqmm 2 core
485Supplyfixing of plam orpintypecopper tin plated cable socket (lug) tothecable leads, insulating with tapeand making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm.
486Supply andfixing brass nickle plated compression glandsfor PVC insulated armoured,served,sheathed cable including rubber ring etc.completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor. 10 sqmm 2 core
487Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects.
488Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect.
489Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect.
490Supply & fixing ofLED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA
491Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect.
492T O T A L (SCHEDULED ITEMS - UPPWD - 2018)
493PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES)
494Supply, laying, jointing, testing and commissioning ofISI marked (IS : 14930, part 2) H.D.P.E. (DWC) Double wall Corrugated pipe for cable layinghaving corrugation on outer wall and plain smooth surface at inner side including transportation upto the site, jointing, providing and fixing all fittings i.e. sockets, couplers, reducers, end caps etc including excavation in all kind of soil upto 1 meter depth of suitable width with back filling of soil into trenches tocomplete the works in all respects. (Make : Duraline / Jain / AKG) 63 mm. ID / 78mm OD
495Supply ofAC230/250 volts, 50 HZ fresh airfansincluding providingnuts, bolts, mounting frame and other accessories etc. complete (Make : Bajaj / Usha / newtek / Havells) 300 mm sweep
496Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm
497Pergola
498Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. PWD 251
499Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (DSR 2.25A)
500Concrete Work
501Supplying & Laying of P.C.C. in 1:4:8 (1 Cement :4 Coarse sand: 8 stone aggregate 40 mm nominal size in base includinmg supply of all material labour T&P etc. PWD 281
502Reinforced Cement Concrete
503R.c.c. workwith cement approved coarse sandand2cm. (3/4") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5 coarse sand :3 aggregate) in lintels of doors and windows excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. strength of the concrete shall not be less than M-150.
504As in item C-1 butfor Footing(Using 1:1.5:3 Mix concrete) PWD 5.2
505As in item C-1 but for Column (Using 1:1.5:3 Mix concrete) PWD 5.3
506Anti Termite Treatment
507Providingandinjectingchemical emulsion for preconstructional antitermite treatmentand creating a chemicalbarrier under andalroundthecolumn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the theexternal perimeter ofbinding expansion joints, surroundingofpipesandconduitsetc, complete(plinth areaof the building at ground floor only shall be measuredas per I.S.6313(PartII 1981)Alderine emulsifiableconcentrate or anyotherapprovedmaterialsuch as Heptrachlor or chordancewillbeused.The rateof application ofchemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per / 100 sqm. (2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm(4)Treatment junction ofwallandthe floor 7.5 liters/100 sqm (5)Treatmentofsoilalongexternal perimeter of building7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm (CH- 8, ITEM NO. 1)
508Brickwork
509Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. PWD 303+305-305A
510Wood Work
511Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with :Sal wood beams (DSR - 9.54.1 )
512Steel Work
513Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.PWD 504
514Providing and fixing Cast iron Pillar made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary iron nuts and bolts complete, i/c fixing the Column with necessary accessories & irondash fasteners, iron bolts etc., of required size, on the top of the floor with suitable arrangements, all complete as per approved design/ Drawingand etc all complete of direction of Engineer-in-charge, (DECORATIVE COLUMN ) For Pergola (NS)
515Providing & Fixing 50 mm Dia Strut. ( Providing and fixing bolts including nuts and washers complete) (DSR10.20)
516Providing & Fixing Stainless Steel Rod 50mm Dia.etc all complete of direction of engineer in charge. (DSR4001 +10% Fixing+10% C.P.)
517Plaster Work
51812 mm cement plaster of mix : 1:3 (1 cement: 3 coarse sand) PWD 13.9
519Flooring Work
520Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. DSR 16.88
521Painting & Polishing Work
522Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture (DSR 13.48.3)
523French spirit polishing : Two or more coats on new works including a coat of wood filler PWD 13.68
524Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work (PWD 13.60.1)
525Surface Parking and Road
526Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
527Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.(PWD 303+305a-305)
528Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering - in 1:4:8(1 Cement :4 coarse sand : 8 graded stone aggregate 40mm nominal size) (PWD 281) Dwarf Wall
529Cement concrete with 20mm guage approved stone ballast, coarse sand & cement in the proportion of 1:2:4 (1 cement : 2 coarse sand : 4 graded)including supplly of all materials, T&P. etc. complete (PWD-279a)
53052 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
531Hard Paving
532Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
533Cement Concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 8:4:1 including supply of all materials, labours,tools & plants etc. required for poper completion of the work, Excluding GST
534Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
53540 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.Red sand stone
536Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge.
537First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
538Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
539Landscape & Horticulture
540Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.
541Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge.
542Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.
543Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
544Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
545Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..
546Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge..
547Providing 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..
548Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
549Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge.
550Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
551Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.
552Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
553Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications.
554Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment).
555Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment)
556Mixing earth and manure in specified proportion or as directed.
557Rough dressing the trenched ground including breaking the clods.
558Fine dressing the ground
559Spreading ofmixed good earth and manure in specified proportions as above and in required thickness.
560Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
561Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on 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, as per direction of officer in charge
562Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
563Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
564Boundary Wall
565Dismantling Brick work or stone work in lime or cement mortar ,including stacking of materials as directed by Engineer-in-charge with in a distance of 60m.
566Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
567Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
568R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Footingexcluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.
569Same as item no. 3 but for R.C.C Beam.
570Same as item no. 3 but for R.C.C Column.
571P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Fe-500
572First Class brick work in 1:6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand)
573Brick work in super-structure in1:6 cement and coarse sand mortar in superstructure for wall thickness 230 cms & below brick work.
57412 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Coarse sand
575Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.
576Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of Grill & stair case railing
577Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
578Gate
579Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
580Filling 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.
581Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size)
582R.C.C. work with cement approved coarse sand and 2cm (3/4"") gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 6 aggregate) in Lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150
583As in item 4 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete)
584As in item 4 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete)
585As in item 4 but for theLighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
586First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
587M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
588Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars.
589Structural 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
590Providing and fixing bolts including nuts and washers complete
59112mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
592Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
593Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
594Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
595Submersible
596Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia
597Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia
598Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia
599Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
600Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge
601Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia
602Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp.
603Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia.
604Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete.
605Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump
606Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore
607Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)
608Supply of 100mm dia Johnson screen.
609Rain Water Harvesting
610Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.
611In all kind of soil upto 1.5m depth
612In all kind of soil upto 1.5m to 3.0m. depth
613In all kind of soil upto 3.0m to 4.5m. depth
614In all kind of soil upto 4.5 m to 6.0m. depth
615Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
616Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
617Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) including centering and shuttering and reinforcement.
618TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
61912mm cement plaster on rough side of single or half brick wall mix1:3 (1 cement : 3 Coarse sand)
620Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar
621Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
622Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually.
623Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia
624Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
625Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
626Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
627Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
628DESILTING CHAMBER
629Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.
630In all kind of soil upto 1.5m depth
631In all kind of soil upto 1.5m to 3.0m. depth
632Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
633Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
634Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) including centering and shuttering and reinforcement.
635TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
63612mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand)
637Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar
638Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
639DRAINAGE NETWORK
640Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.up to 1.50 m depth Pipes 80 mm to 300 mmdiameter
641Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes
642Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia.
643NON D.S.R. ITEMS
644Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks
645Surface Drain
646Earth 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.
647Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size)
648R.C.C. work with cement approved coarse sand and 2cm (3/4"") gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 6 aggregate) in sLAB excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 Floor/Grating
649Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more Same as item no.3*1*0.785
650Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
65112 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Coarse sand
652External Electrification
653Supply and fixing of LED Traditional Light 4 Mtr Height with Fitting having die cast aluminium body and diffuser with driver set suitable for 52 watt to 72 Watt. Confirming to IP66 Protection complete in all respect.
654Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
655Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
656Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
657Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. 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.
6586.00 Sqmm 4 Core
65925.00 Sqmm 3.5 Core
66070.00 Sqmm 3.5 Core
661Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides.
662The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TPN-1 No and 63 Amp. TPN-3 Nos. Cat. B. Cubicle Type
663Supply 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.40 A TPN
664Supplying 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. in the existing trench, complete as required.
66563 mm dia (OD-63 mm & ID-51 mm nominal)
66690 mm dia (OD-90 mm & ID-76 mm nominal)
667Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. CAT-AAA
668Supplying Testing & Installation of Led Flood Light Luminaire 50WPhilips Make Model - BVP 140 Led 50 CW PSU WH/ Wipro/ Luster etc all complete of direction of engineer in charge.
669Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge.
670Supplying Testing & Installation of Garden Spike Light 12W WWMake Philips/ Wipro/ Lusteretc all complete of direction of engineer in charge.
671Septic Tank
672Earth work in excavation
673P.C.C. in 1:4:8 mix 1 Cement 4 Coarse sand :8 StoneAggregate 40mm nominal size
674Brick work in Septic Tank in 1:6 mix
675115 mm thick brick 1:3 wall in Septic Tank
676RCC in 1:1½:3 mix in beam/slab in septic Tank Beam/Slab
67712mm thick plaster in 1:4 Cement &Coarse sand in Septic Tank wall.
67812mm thick plaster in 1:4 on outer wall of septik Tank
67940mm thick c.c. flooring in Septic Tank
680steel reinforcement work in Septic Tank Same as item no.5x1.5x78.5
681providing & placing foot rest of specified size including supply cartage etc. compelete as per direction of engineer charge
682Providing & fixing of MS main hole cover including compt. All work as per direction of engineering charge
683Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
684VIP Block
685Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtrfrom the foundation trenches.
686Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8km.From the site of work and including watering, ramming , dressing etc.Rate to include cost of all materials, labour and T& p etc.required for proper completion of the work.
687Providing and injectingchemical emulsion for Preconstructional antitermite treatment andcreating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the externalperimer of binding expansion joints,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such asHepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5Litres per Sq.M. (4) Treatment ofsoil along External Perimerterof Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M
688Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
689Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
690Same as item above but All works above plinth level upto floor V level for Column (Concrete of M25 grade with minimum cement content of 330 kg /cum)
691Same as item above but All works above plinth level upto floor V level for Beam (Concrete of M25 grade with minimum cement content of 330 kg /cum)
692Same as item above but All works above plinth level upto floor V level for Slab (Concrete of M25 grade with minimum cement content of 330 kg /cum)
693Same as item above but All works above plinth level upto floor V level for Band (Concrete of M25 grade with minimum cement content of 330 kg /cum)
694Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
695Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
696Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
697Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
698P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
699First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
700M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
701M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2") thickness.
70212mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
70312mm thick plaster with cement mortar consisting of 1 part cement and 6 part of Coarse sand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work.
704Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
705Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
706Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
707Frame anchor HRD-C 10x140
708Frame anchor HRD-C 10x120
709Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door 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 roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall 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 sealent 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 sealent 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. Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm
710Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. (Make - Saint gobain/ Asahi/ Modigardian)
711Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
712Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
713Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
714Cement 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
715Providing 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. Glazed vitrified tiles/ Matt/ Antiskid finish ofSize of Tile 600x600 mm
716Providing 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
717Providing and laying integral cement based waterroofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing Compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above
718Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
719Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm
720Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
721(a) 250 mm x 10mm
722(a) 200 mm x 10mm
723Providing and fixing bright finished brass handles with screws etc. complete:125 mm
724Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
725Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).Red sand stone - 30mm thick gang saw cut stone
726Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.
727Providing & fixing of 50 mm thick GRC Jali including grout in brick wall as per drawing & design and approval of architect in charge.
728VIP Block Electric
729Wiring points for light with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.
730Wiring points for Fan /Fresh air fan (light duty exhaust fan )with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.
731Wiring points for Plug with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & socketsheet etc.complete in all respects.as directed including matching colour wash.
732Wiring points for Call bell with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type bell push or 2pin socket etc.complete in all respects.as directed including matching colour wash.
733Supply & fixing ofbuzzer on polished MDFEG/Teak ply board including making connections etc. complete in all respect.
734Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable inPVC conduitpipe partly concealed including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C.
735Supply and wiring of submain with two number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 2.5 Sqmm FR PVC Multistand copper earth contunity wire including colour wash etc. complete in all respects.
736Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 4.0 Sqmm FR PVC Multistand copperearth contunity wire including colour wash etc. complete in all respects.
737S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWG MS. Sheet incorporating 10mm dia, M.S. round bar duly bent for supporting fan hanger dully painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C roof before concreting along with supply of all materials,labour. T& Petc. required for proper completion of the work.
738Supply and fixing of flush/surface mounting distribution boardswith additional metal door without MCBcomplete in all respects.6 Way TPN
739Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve 6 - 32 amps.Cat. A
740Supply and fixing of 40/63 Amp MCB(10KA)C Curve 63 Amp. 4 Pole MCB C Curve-Cat. A
741Supply and fixing of power plug with 15 Amp./250 Volt flush type universal switch and 5 pin 15 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.
742Supply and fixing of power plug with 20 Amp./250 Volt flush type universal switch and 5 pin 20 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.
743Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. Cat. AA
744Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.
745Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light complete including tube etc. on surface complete in all respect.
7461 X 22 W CAT-AAA
7472 X 22 W CAT-AAA
748Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect .(Category AAA )
749Supply 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.
750Supply &fixingofwater tight oblong 10 watt LED bulkhead luminaire with driver set confirming to IP 65 and above protectioncomplete in all respect.
751Supply of Ceilling Fans with fan motor of A.C. Permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 abd also comply with IS: 1709/1984 with latest amendment. The rate voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball bearing system.
752Supplyfixingofelectronic fan regulator (Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
753Supply & erection ofA.C 230/250 Volts,50 Hz exhaust fans including providing m.S bolts,mounting frame and other acessories including connections etc.complete as required300mm sweep as per directionof E/I Makebajaj,Cromption or Equivalent.
754Supply & fixingof Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in allrespects as per direction and satisfaction of engineer-in-charge.-Cat. A
755Supply and fixing of 63 A 415 V metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect .
756Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.
757Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.
758Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.2mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB"s to be used. All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.The minimum clearances between bus bars shall be as follows : Phase to phase - minimum 20mm Phase to neutral-minimum 15mm 63 AMP TNP-2 NOS. OR outgoing as per site requirment
759S/F of 100 mm dia G.I pipe "B" class for cable completed with support"s by 3 nos. clamp made for 20x30 mm MS flat and suitable size of nutbolt & washer required for proper completion of worh as per direction of E/I.
760Supply and laying of aluminium conducter PVC insulated armoured served sheathed cables 1100 volts grate at a depth of below ground lvl overa cusion of 75 mm thick sand alroundand protected with burnt on side and on top ,On surface the cable run shallbe fixed on M.S clamps etc. of suitable size or as directed by E/I complete in all respects,The armouring of the cable shall be properly connected with the earth conductor by clamps atc.(i) 10 Sq. mm 2core
761Supply & fixing of plain or pin type copper tin plated cable socket to the cable leads, insulated with tape and making connection etc. complete in all respect as per direction of E/I (i) 10 Sq. mm
762VIP Block Plumbering
763Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. water closet of size 780x370x690 mm
764Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
765Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin)
766Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
767Providing & fixing viterous china toilet paper holder.
768Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
769Providing 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
770Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
771Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole
772Providing & fixing soil, waste and vent pipes.
773a) 100mm dia centrifugally cast iron S & S pipe.
774b)75mm dia centrifugally cast iron S & S pipe.
775Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters.
776100 mm
77775 mm
778Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc.
779a) for 100mm dia pipe.
780b) for 75mm dia pipe.
781Providing & fixingcast iron coller.
782a) 100mm dia.
783b)75mm dia.
784Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia
785Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.
786a) 100mm
787b) 75mm
788Providing and fixing centrifugaly cast iron single equal plain junction of required degree.
789100x100x100mm
79075x75x75mm
791Providing and fixingcast iron terminal guard.
792100 mm
79375 mm
794Providing 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.
795Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).
796Internal work-Exposed on wall
79715mm dia nominal bore
79820mm dia nominal bore
79925mm dia nominal bore
80032mm dia nominal bore
801Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.
80215mm dia nominal bore
80320mm dia nominal bore
80425mm dia nominal bore
80532mm dia nominal bore
806Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work) Exposed on wall
807a) 15mm dia nominal outer dia pipes
808a) 20mm dia nominal outer dia pipes
809Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)
81025 mm nominal bore
81132 mm nominal bore
812Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore
813Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions.
814Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931.
815Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms.
816Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931.
817Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 750 litres capacity
818SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - I
819Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
820Providing, laying and joining glazed stone ware pipes grade "A"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter
821Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter
822Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line
823Providing and fixing square mouthS. W. Gully trapgrade `A" complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 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 180 x 150 mm. size P type
824Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
825Bench
826Dustbin
827Obelisk (Roma Community Memorial)
828GST Extra as per applicable
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