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Tender For Proposed Construction Of Sports Stadium At Dharhara, Sakaldiha District-Chandauli

Issued by Government Departments · Sakaldiha, Uttar Pradesh
Tender Value
17.57 Crore
Estimated cost
Bid Submission
27 Apr 2024
0 days left
EMD
35.15 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sakaldiha → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Proposed Construction Of Sports Stadium At Dharhara, Sakaldiha District-Chandauli

BOQ

Name of Work:- Proposed Construction of Sports Stadium at Dharhara, Sakaldiha District-Chandauli (U.P.) (100/GM-1/UPPCL/2023-24/E-TENDERDated-17.02.2024)
Sl. No. Item Description
1Proposed Construction of Sports Stadium at Dharhara, Sakaldiha District-Chandauli
2Excavation 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 (m sport court+type iv +type ii+v ball+cricket pitch+pav+athletic track)
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.
4Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) (m court+type iv +type ii+v ball court +cricket pitch+pavalion +athletic track)
5Supplying and filling in plinth with sand under floors, including watering, ramming, (m court+type iv+type ii)
6Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. plinth area of the building
7Providing 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 (m court+typeiv +typeii + pavalion)
8Up to plinth level( upto plinth colum +plinth band +raft footing
9Above plinth level ( slab + above plinth colum + lintel band beam )
10TMT 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. ( mcourt type iv type ii pavalion)
11Brick work with common burnt clay F.P.S. (non modular) bricks of class 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
12Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (mcourt type iv type ii )
13Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.( mcourt type iv typeii )
14Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) ( mcourt type iv typeii )
15Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) ( mcourt type iv typeii)
16Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
17Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5\"x 4\"x3\"having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall
18Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design.
19Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work.
2015 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) ( m court type iv type ii athletic)
2115 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 .F.M. 2.25( mcourt type iv type ii )
22Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm(For Internal wall surface)( m court type iv type ii)
23Providing 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 ( mcourt type iv type ii)
24Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) 35mm thick including isi marked stainless steel butt hinges necessary screws single leaf
2535mm thick including isi marked stainless steel butt hinges necessary screws single leaf
26Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
27Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for propercompletion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. fabrication of hold fast door chaukhats and window (mcourt type iv type ii )
28Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (mcourt typE iv typ ii)
29Providing 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. ( mcourt type iv type ii pavalion)
30in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as perdirection of Engineer-in-Charge.
31Doors
32Windows
33Ventilators
34Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 ltr/10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture(M.S. works).(m court typeiv type ii)
35Providing and fixing Stainless Steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required texture/ color or shade as per Achitect in charge with nuts and screws etc. complete :320x16 mm
36Providing and fixing Stainless Steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required texture/ color or shade as per Achitect in chargewith necessary screws etc. complete : 250x10 mm
37Providing and fixing Stainless Steel handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent orequired texture/ color or shade as per Achitect in charge necessary screws etc. complete : 150 mm
38Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVCprofile),
39Providing & fixing of float glass panes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).
40Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand ( mcourt type iv type ii)
41Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : ( m court type iv type ii)
42Kota 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.(m court type iv type ii)
43Providing 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 of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red ( m court type iv type ii pavalion)
44Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shadecomplete. (mcourt type iv type ii)
45Steel work inbuilt uptubulartrusses includingcutting, hoisting, fixingin position andapplying a priming coat of approvedsteelprimer,elded and bolted including specialshappedwashersetc. complete: Hot finished seamless type tubes( mcourt +pavalion)
46Providing & fixing of Gutter width 60 cm& 60 cm deep overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m²
47Providig & fixing of poly corbonate panel including necessary fittings including alll T&P complete in direction of engineer in charge
48Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre
49Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building.
50Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 5
51Providing 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:with average thickness of 120mm and minimum thickness at khurra as 65 mm( mcourt type iv type ii)
52Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).(m court v ball cricket pitch
53Supplying & Laying of Surface Pattern: Rain Drop flooring Width:1.8 M Length: 18/21 M Thickness: 7MM including all necessary T&P complete in direction of engineer in charge.
54Centering and shuttering including strutting, propping etc. and removal of form for
55Foundations, footings, bases of columns, etc. for massconcrete
56Suspended floors, roofs, landings, balconies and accessplatform
57Lintels, beams, plinth beams, girders, bressumers andcantilevers
58Columns, Pillars, Piers, Abutments, Posts and Struts
59Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK
60Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”
61(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
62Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge.
63Providing, and fixing alumiinium perforated metal sheet with design and thickness as apporved from Arhcitec tincharge
64Providing, fabricating and fixing/ erection of 6mm SS plate backlitted at desired location as per approved drawing of \"Multipurpose Sports Center\",having Helvetica Font with 72mm size Also including cost of providing and fixing of fasteners complete in all respects as per Architect in charge
65Providing, fabricating and fixing/ erection of 6mm SS plate backlitted at desired location as per approved drawing of \"Multipurpose Sports Center\",having Helvetica Font with 60mm size in hindi Also including cost of providing and fixing of fasteners complete in all respects as per Architect in charge
66Providing, supplying, designing, fabricating and fixing of signage and information board with Text and Illustrations as per approved location and drawings & design of Architect in charge
67Providing and fixing 300X300powder coated 10-12mm MS Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted as per the design approved from Architect in charge, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surfaceas per drawing and design approved from Architect in chargeEnglish: Helvetica Font with min. 16 sizeHindi: Krutidev Fontwith min. 16 size
68Providing & fixing ofMS bench size 1500mm length and 450mm and height 600 mmincluding foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge.
69TYPE IV TYPE II PAVALION VOLLYBALL ATHLETIC TRACK
70M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
71Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood
72Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (a) 35mm thick Second class teak wood.
7312mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand.
74Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge
75Cement concrete flooring 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in onelayer neat cement (40mm thick floor).
76Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
77Finishing walls with Premium Acrylic Smooth exterior paint withSilicone 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)(Outer surface)
78Wall painting(two coats) with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work (1st quality, Royal,Silk,Asian/Berger)
79Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : (a) 250mm x 16mm.
80Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
81(a) 250 mm x 10mm
82(a) 200 mm x 10mm
83Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
84(a) 125mm (For Doors)
85(b) 100mm (For Windows)
86(c) 100mm (For Cup board)
87Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper
88P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.
8925 mm thick (for cupboard) including ISI marked nickel platedbright finished M.S. piano hinges with necessary screws Extra for Providing and fixing flush doors with decorative veneeringinstead of non decorative ISI marked flush door shutters conforming toIS: 2202 (Part I)
90Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
91Painting wood work with Deluxe Multi Surface Paint of requiredshade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @0.75 ltr/10 sqm of approvedbrand and manufacture (Wood work).
92French spirit polishing :Two or more coats on new works including a coat of wood filler
93Finishing walls with Premium Acrylic Smooth exterior paint withSilicone 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)(Outer surface)
94Providing and fixing of wardrobe. (As per specification and details attached)
95Cost of Flooring: Supplying and fixing of flooring as per specifcation Outdoor PVC FlooringThickness : 8 MMRoll Size: 1.8 M* 15 MUV Treated :design and colour approved and complete in direction of architect incharge
96Cost of Peripheral Fencing
97Construction of Drain of size of 300mm wide and 450mm depth in all terrain inlcuding the cost of all the civil works, sloping at appropriate levels and FRP drain cover of thickness 20-30mm in pattern and shade approved fom Architect in charge
98Cost of Front Module fencing for Volleyball
99Excavation 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.
100Providing 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.
101Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size)(Beam)
102TMT 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.
103M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
104Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
105Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes
106Supplying and fixing turn buckles and straining bolts for barbed wire fencing.
107Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works).
108Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieveouter dia not less than 5 mm in required colour and shade
109Providing and fixing galvanised aluminium perforated sheet of 3-4 mmthickness having holes type as slot hole of shape, profile and design as approved from archchitect in charge, alsoincluding the cost of all the necessary fittings required
110Providing and fixing Artistic Metal Profile depciting the shape as per design received from Architect in charge, also including the cost of buffing, machine moulding, bending, CNC or any medium required on metal surface
111Providing and fixing Ball bearing hinge AB 50 ASU , AB 70 ASUUpper Hinges With Bearing And Support Galvanized bolt or weld on bearing hinges with L shape bracket suitable for heavy swing gates in SS having thickness 1-1.5mm
112Providing and fixing Lower Hinge of 50&70mm dia in 270g/m2 galvanised MS finished having capacity of 600kg/pc
113Centering and shuttering including strutting, propping etc. and removal of form for:
114Lintels, beams, plinth beams, girders, bressumers and cantilevers.
115Cost of adjustable pole for Volleyball Poles and Post mobile type and Net: Professional Grade cotton Volleyball Net from Nylon with the rattling sound
116Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
117Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
118Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string courses fillets,kerbs and steps etc.
119Neat cement punning
120Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
121Supplying and stacking at site : Good Earth
122Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications of World Athletic and directions of Engineer-in-Charge.
123Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site,for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications of World Athletic anddirections of Engineer-in-Charge.
124Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as perspecifications :
125On W.M.M.@ 0.75 kg./sqm.
126On bituminious surface @ 0.5 Kg/sqm
127Providing and laying Dense Bituminous Macadam using crushed stone aggregates of specified gradingpremixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications toachieve the desired compaction and density, complete as per specificatons of World Athletic and directions of Engineer-in-Charge.
12850mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
129Providing and laying Bituminous concrete using crushed stone aggregates of specified gradingpremixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification of World Athletic and as per directions of Engineer-in-Charge.
130Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
131Construction of RCC storage sump well of 75000 litres capacity complete including necessory excavtion, RCC work and accessories all complete as per drawing and as per the direction of engineer-in-charge.
132Construction ofjumping pits filling with sand all complete as per drawing approved by WA specification and as directed by Engineer-in-Charge.
133Providing and fixing of \"\"WA\"\" approved track field equipment.
134Pole-vault boxes with cover
135Shot put rings dia- 2.135m
136Stop board for Shot put rings dia- 2.135m
137Reducer for hammer cum discuss ring
138Aluminium kerbing- std.400m track
139Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering - All work upto plinth level
140Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m andlift upto 1.5 m :
141SYNTHETIC ATHLETIC TRCK
142Providing and layingSynthetic Athletics TrackFULL PUR, FULL EPDM SYSTEMincluding IAAF Standardmarkings on the surfaceall complete as perrequirements/specifications laid down by IAAF class -II certificationand as per direction of the Engineer-in-charge.
143(ii) High Stress Areas witha minimum thickness of 20 mm of finished Track Surface.
144(iii) High Stress Areas witha minimum thickness of 25 mm offinished Track Surface.
145Supply of Cricket Portable Metco Cricket Practice Net Pole (2.5?) Movable with Nylon Net(Size : 40 ft. x 10 ft. x 10 ft.)Packing: Set (make Metco or equivalent)
146Excavating trenches of required width for pipes, cables, etcincluding excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting outthe excavated soil, and then returning the soil as required, inlayers not exceeding 20 cm Ppes cables etc exceeding 80mm dia but not exceeding 450mm dia
147C.C ROAD
148BOUNDRYWALL
149INTERLOCKING PAVING WITH STONE KERB
150TREMIX FLOORING IN PARKING
151Supplying and stacking at site: (Rates as per RMR attached)
152G.S.B. - 75 mm to 0.075 mmDSR 16.78.1
153G.S.B. - 53 mm to 0.075 mm DSR 16.78.2
154Local Sand @ 25% of Item No. 3a (DSR-2.27)
155Providing 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. (DSR-4.1.3)
156Trimixing of the surface of the cement concrete laid.(M.R.)
157Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1
158MS GATE
159LANDSCAPING
160IRRIGATION
161Supply installation testing and commissioning of Sprinkler hydrant irrigation system with HDPE ( ISI approved ) pipes with fittings and sprinklers and hydrants with openers along withall necessary fittings ,complete in all respect .( excluding of Digging and refilling of trenches )
162Cost of Filling and levelling [ 13441.728 X 0.300 ]
163KABADDI COURT/ KUSHTI COURT
164Levelling with average 0.3 mtr cutting & filling with 5 km carted earth- on plot area as and where required
165Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
166FOOTBALL GROUND
167Installation of natural turf for outdoor football ground
168Cost of Outdoor Football Goal Post
169EXTERNAL ELECTIFICATION
170Supply, Installation, testing and commissioning of 160 KVA. 11/0.433 KV, 3Phase, 50Hz, Dyn 11, Oil type, ( UPPCL approved make) copper wound transformer with Off load tap changing arrangement on HV side in steps of +/- 2.50%, +/- 5% , having cable end boxes on HV sideand bus trunking arrangement on LV side complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 2026 (Part 1 to Part 5) & as per specification attached complete in all respects as required at site.
171Design, manufacturing, testing at works, supplyof HT Panelas per specification and comprising of the following :-
172Supply of 3 core stranded aluminium conductor 11KV grade XLPE (E) (Cross linked Polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cable confirming to IS : 7098 (part II with latest amendments).
173Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
174Supply and making indoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 120Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required.
175Supply and making outdoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 120 Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required.
176Supplying, Installation and commissioning of AMF start silent type 200 KVA DG set comprising of suitable BHPdiesel engine directly coupledto 3 phase 50 Hz 415 V alternator of 200 KVA rating at 0.8 power factor
177Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.
178Main LT Panel
179Incoming :
1801 No 250 Amp. 4P MCCB of 25KABreaking capacity
1811 No 250 Amp. 4P MCCB of 25KABreaking capacity
182Metering :
1831 Set of CT\"s for Multifunction Meter
1841 Set of CT\"s for 27,47,59,81.
1851 Set of CT\"s one of 100/ 5Amp ratio for APFC relay.
1861 No. of Phase Indication Lamp each incoming
187Bus Bar :
188One (1) No. 300 Amp.TPN aluminimum bus bar of suitable length.
189Outgoing :
190Phase indication lamps on each outgoing to be provided.
191160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity with thermal Magnetic release - 2 No
192100 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity with thermal Magnetic release - 4 No
19340 Amp. DP MCB of 10KA - 3 No
194SPARE & SPACE - 2 No
195Panel described as above
196FEEDER PANEL-1
197Incoming :
198One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity
199Metering :
200One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
201One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
202One (1) No. of Phase Indication Lamp each incoming
203Bus Bar :
204One (1) No. 120 Amp.TPN aluminimum bus bar of suitable length.
205Outgoing :
206Phase indication lamps on each outgoing to be provided.
2072 No. 63 Amp 4PMCCB. (25 KA)
2081 No. 40 Amp 4PMCCB. (25 KA)
2097 No.16 Amp DPMCB. (10 KA)
210SPARE & SPACE - 2 No
211Panel described as above
212FEEDER PANEL-2 & 3
213Incoming :
214One (1) No 40 Amp. DP MCB of 10KABreaking capacity
215Metering :
216One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
217One (1) No. (0-40A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
218One (1) No. of Phase Indication Lamp each incoming
219Bus Bar :
220One (1) No. 60 Amp.SPN aluminimum bus bar of suitable length.
221Outgoing :
222Phase indication lamps on each outgoing to be provided.
2231 No. 32 Amp DPMCB. (10 KA)
2245 No.16 Amp DPMCB. (10 KA)
225SPARE & SPACE - 2 No
226Panel described as above
227Plumbing Panel
228Incoming :
229One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity
230Metering :
231One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
232One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
233One (1) No. of Phase Indication Lamp each incoming
234Bus Bar :
235One (1) No. 120 Amp.TPN aluminimum bus bar of suitable length.
236Outgoing :
237Phase indication lamps on each outgoing to be provided.
2383 No.63 Amp TPMCCB. (25 KA)
2391 No.63 Amp 4PMCCB. (25 KA)
240Starter for Pump as per SLD & Specification
241SPARE & SPACE - 2 No
242Panel described as above
243SITC APFC Panel of 50 KVAR capacity suitable for operation on 415 + 5% Volt, 3 Phase, 50Hz, AC supply, having MPP type, resin bounded, static5,10,15,25 KVAR capacitors (without oil) in tier formationcomplete with following TPN MCCB
244Incoming
245One (1) No 100 Amp. 4P MCCB of 25 KABreaking capacity
246Metering :
247One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
248One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
249One (1) No. of Phase Indication Lamp each incoming
250BUS BAR
2511 Set of 120 Amps TPN Aluminium Bus Bars
252OUT GOING
25301 No. 63 Amps. TP MCCB (25 KA)-25KVAR
25401 No. 40 Amps. TP MCCB (25 KA)-15KVAR
25501 No. 32 Amps. TP MCCB (25 KA)-10KVAR
256Panel described as above
257Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each
258Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
259Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required.
260Earthing 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
261Supplying 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)
262Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
263Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
264Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
265Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required.
266Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
267Up to 35 sq.mm.
268Above 35 sq.mm. and up to 95 sq.mm.
269Above 185 sq.mm. and up to 400 sq.mm.
270Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required
271Up to 35 sq.mm.
272Above 35 sq.mm. and up to 95 sq.mm.
273Above 185 sq.mm. and up to 400 sq.mm.
274Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required
275Upto 35 sq. mm (clamped with 1mm thick saddle
276Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp
277Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment
2783.5 x 300 sq.mm.
2793.5 x 50 sq.mm
2803 x 6 sq.mm,
2812 x 10 sq.mm,
282Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.
2832 X 6 sq. mm (19mm)
2842 X 10 sq. mm (19mm)
2853½ X 50 sq. mm (35mm)
2863½ X 300 sq. mm (70mm)
287Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.
288100mm dia
289150 mm dia
290ProvidingandfixingHT danger notice plate 250 mm x 200 mm made of mild steel at least 2mmthick &vitreousenamelledwhiteon bothsides and withinscription insignalred colouronfront side as required.
291Supplying andFixing of Fire buckets, round bottom made of G.I. Sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-charge.
292Supplying and Laying of Rubber mat 1000 mm. Wide to withstand 11 KV dielectric strength as per latest IS 15652-2006 etc. as reqd.
293Supply and fixing of fire extinguishers, ABC Type 9.00 kg. capacity(ISI Marked IS : 15683 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work.
294Supply and fixing of CO2 typefire extinguishers, 4.50 kg. capacity(ISI Marked IS : 2878 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work.
295Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
296Supplying, installation & testing of 7.0 m high octagonal GI pole with single arm as per approved sample made from 3 mm sheet steel (Grade S 355 J0) with top diameter as 75mm and bottom dia as 150mm and base plate of 240x240x16 mm with suitable slot shaped holes for mounting the same on a shallow foundation, GI weather proof junction box with 16A SP MCB, loop-in-loop out terminals for 2nos. 2Cx6 sq.mm YWY cables and 2x2.5 sq.mm copper conductor from junction box to fitting and connected accessories as required etc.
297Supply and fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body and lenses suitable for 45Watt. to 50 Watt andConfirming to IP66 protectionhaving Company LOGO Engravedcomplete in all respect with 4000-5000 system lumens High Power LED with lenses, >110lm/W, PF>0.95, THD <10% at full load, CRI>70, Avg Life Class 50000Hrs@L70,fitting itself suitable for 60-65mm OD pipe
298Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. DOUBLE POLE
299S & F cast aluminium 4 mtr. Pole for post top light complete as required.
300Supply and fixing of decorative 30 to 40 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect. Make Havells
301Supply and fixing of LED Gate light fitting having die cast aluminium body and diffuser with driver set suitable for 6 watt to 10 watt. Confirming to IP 54 and above protection complete in all respect.
302Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.
303Erection of metallic pole of following length in cement concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refillingetc. as required.
304Supplying and embedding following dia G.I. pipe (medium class)in pole collar/ foundation (during casting) for cable entryincluding bending the pipe to the required shape complete asrequired
305electrical typeiv type ii football vollyball
306Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
307Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
3082 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
3092 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
3102 X 4 sq. mm + 1 X 4 sq. mm earth wire
3112 X 6 sq. mm + 1 X 4 sq. mm earth wire
3122 x 16 sq.mm + 1 x 6sq.mm. earth wire
3134 x 10 sq.mm + 2 x 6 sq.mm. earth wire
3144 x 16 sq.mm + 2 x 6sq.mm. earth wire
315Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required.
316Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
317Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \"C\" curve including connections, painting etc. as required.
318Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required
319Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required
3205/6 A switch
3213 pin 5/6 A socket outlet
322Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
323Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.
324Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
325Upto 450 mm sweep
326Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes.
327Supply of Recess mounting 2x2 feet 36W to 42W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
328Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
329Supply of LED 4ft 40W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70.
330Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80.
331Supply of Recess mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect.
332Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required.
333Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor.
334Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 500 Watt. Confirming to IP 65 protection complete in all respect.
335Supplying and fixing brass batten/ angle holder including connection etc. as required.
336Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect.
337Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019),
338Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 300 mm exhaust fan
339Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required
34063 A,25KA,FP MCCB
341100 A,30KA,FPMCCB
342Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
3436 way Double door
3448 way Double door
345Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.)
3464 way (4 + 12), Double door
3478 way (4 + 24), Double door
348Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required
34940 amps TP MCB
35040 amps 4P MCB
35163 amps 4P MCB
352Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required.
35325 amps
35440 amps
355Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
356Single pole
357Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
358Supplying 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.
359Phase to phase - minimum 20mm
360Phase to neutral-minimum 15mm
361BUILDING PANEL
362Incoming :
363One (1) No 160 Amp. 4P MCCB of 25KABreaking capacity
364Metering :
3651 Set of CT\"s one of 160/ 5Amp ratio for Multifunction Meter
366One (1) Set of Phase Indication Lamp.
367Bus Bar :
368One (1) No. 200 Amp. FP aluminimum bus bar of suitable length.
369Outgoing :
370Phase indication lamps on each outgoing to be provided.
371100 Amp. 4P MCCB of 25KA -1 No
37263 Amp. 4P MCCB of 25KA -3 No
37340 Amp. 4P MCCB of 25KA -1 No
374SPARE & SPACE - 2 NOS.
375Panel described as above
376Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required.
377Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each
378Providing and Fixing 6 SWG dia G.I. Wire on surface or in recess for connection etc. as required.
379Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required.
380Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
381Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
382Up to 35 sq.mm.
383Above 95 sq.mm. and upto 185 sq.mm.
384Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required
385Up to 35 sq.mm.
386Above 95 sq.mm. and upto 185 sq.mm.
387Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required
388Upto 35 sq. mm (clamped with 1mm thick saddle
389Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.
390Upto 35 sq. mm (clamped with 1mm thick saddle)
391Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)
392Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment
3933.5 x 150 sq.mm
3943.5 x 35 sq.mm
3954 x 16 sq.mm
396Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.
3973½ X 25 sq. mm (28mm)
3983½ X 35 sq. mm (32mm)
3993½ X 150 sq. mm (50mm)
4004 X 16 sq. mm (28mm)
401Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.
402100mm dia
403150 mm dia
404Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required.
40590 mm dia (OD-90 mm & ID-76 mm nominal)
406Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.
407100 mm wide x 50 mm depth x 1.6 mm thickness.
408150 mm wide x 50 mm depth x 1.6 mm thickness.
409Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray \"bends\" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.
410100 mm wide x 50 mm depth x 1.6 mm thickness.
411150 mm wide x 50 mm depth x 1.6 mm thickness.
412Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray \"Tee\" (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required.
413100 mm wide x 50 mm depth x 1.6 mm thickness.
414150 mm wide x 50 mm depth x 1.6 mm thickness.
415Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 2pair 4core
416Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe.
41720mm dia PVC conduit
41825mm dia PVC conduit
41932mm dia PVC conduit
420Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required
4211 or 2 Module (75mmX75mm)
422Telephone socket outlet
423TV antenna socket outlet
424Bell Push
425RJ-45 Data Socket outlet
426Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required.
4271 run of cable
428Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,
429VOLLYBALL+FOOTBALL
430MAIN PANEL
431Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.
432Phase to phase - minimum 20mm
433Phase to neutral-minimum 15mm
434Feeder Pillar Panel-1
435Incoming :
436One (1) No 63 Amp. 4P MCCB of 25KABreaking capacity
437Metering :
4381 Set of CT\"s one of 63/ 5Amp ratio for Multifunction Meter
439One (1) Set of Phase Indication Lamp.
440Bus Bar :
441One (1) No. 80 Amp.TPN aluminimum bus bar of suitable length.
442Outgoing :
443Phase indication lamps on each outgoing to be provided.
4445 No. 32 Amp DPMCB. (10 KA)
4452 No. SPACE & SPARE
446Panel described as above
447Feeder Pillar Panel-1
448Incoming :
449One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity
450Metering :
4511 Set of CT\"s one of 100/ 5Amp ratio for Multifunction Meter
452One (1) Set of Phase Indication Lamp.
453Bus Bar :
454One (1) No. 120 Amp.TPN aluminimum bus bar of suitable length.
455Outgoing :
456Phase indication lamps on each outgoing to be provided.
45710 No. 32 Amp DPMCB. (10 KA)
4582 No. SPACE & SPARE
459Panel described as above
460Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each
461Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
462Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required.
463Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
464Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
465Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
466Up to 35 sq.mm.
467Above 35 sq.mm. and up to 95 sq.mm.
468Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required
469Up to 35 sq.mm.
470Above 35 sq.mm. and up to 95 sq.mm.
471Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required
472Upto 35 sq. mm (clamped with 1mm thick saddle
473Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp
474Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment
4755 x 6 sq.mm
4763.5 x 25 sq.mm.
4773.5 x 50 sq.mm
478Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.
4792 X 6 sq. mm (19mm)
4803½ X 25 sq. mm (28mm)
4813½ X 50 sq. mm (35mm)
482Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100mm dia
483Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
484Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
485Supply ,installation ,testing & commissioning ofIP66Led Sports lighting Flood Light Luminaire(with Different Beam Angle Option for achieving desired uniformity) in 1KW W+/- 1W with pressure die cast aluminium housingsystem efficacy of 120lm/W,P.F.>0.95 with THD<10% ,CRI 70
486Supply ,installation ,testing & commissioning of 11 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with mounting arrangemnt of LED flood light (6 Nos)on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
487Supply ,installation ,testing & commissioning of 11 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with mounting arrangemnt of LED flood light (6 Nos)on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
488external sewerage saptic tank rwh tubewell boring
489Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.
490Pipes 80 mm to 300 mmdiameter
491Pipes 80 mm to 300 mmdiameter
492Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered)
493Depth not exceeding 1.5 meter
494Depth 1.5 to3.00meter
495Providing 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.
496Providing 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
497Constructing 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.
498Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5
499Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs
500external water suply
501Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)
50280mm nominal bore.
50365mm nominal bore.
50450mm nominal bore.
50540mm nominal bore.
50632mm nominal bore.
50725mm nominal bore.
508Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
50980mm nominal bore.
51065mm nominal bore.
51150mm nominal bore.
51240mm nominal bore.
51332mm nominal bore.
51425mm nominal bore.
515Supply, installation, testing and commissioning of PGP Gear Driven Sprinkler with popup height of 4\" & radius 4-5.8 m check valve for drainage prevention seal and all other features including Swing joints and all assessories complete in all respect as directed by Engineer-in-charge .
516Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
517Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 :
518Supply, Installation, testing & commissioning of Vertical in line pumping setcomplete. The rate shall include the cost of electrical panel and piping work complete
519Supply, fixing, testing and commissioning of Level Float Switch, for dry run protection of pump as per specifications:-
520Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.
521In all kind of soil upto 1.5m depth
522In all kind of soil upto 1.5m to 3.0m. depth
523In all kind of soil upto 3.0m to 4.5m. depth
524In all kind of soil upto 4.5 m to 6.0m. depth
525Providing 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.
526Class 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.
527Reinforcement 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) excluding centering and shuttering and reinforcement.
528Suspended floors, roofs, landings, balconies and access platform.
529Providing & Fixing 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.
53012mm cement plaster on rough side of single or half brick wall mix1:3
531Providing 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:
532Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
533Boring/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.
534Supplying, 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.
535Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge.
536Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge.
537Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge.
538Gravel 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 ofEngineer-in-charge.
539Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.
540In all kind of soil upto 1.5m to 3.0m. depth
541Providing 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.
542Class 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.
543Reinforcement 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) excluding centering and shuttering and reinforcement.
544Suspended floors, roofs, landings, balconies and access platform.
545Providing & Fixing 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.
54615mm cement plaster on rough side of single or half brick wall mix 1:3
547Providing 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:
548Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
549Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.
550Providing 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.
551Providing 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
552Constructing 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
553Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design:
554Drain 300 wide average.Depth 45 cm with R.C.C. slab
555Drain 450 wide average.Depth 45 cm with R.C.C. slab
556Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset
557CONSTRUCTIONOFTUBEWELL
558Drilling of 200 mm dia bore hole.
559Supply of 125 mm dia MSpipe as per IS1239
560Supply of 125 mm dia slotted MSpipe
561Supply and fixing of nylon jali around the slotted pipes
562Providing and packing of coarse sand / pea gravel around the pipe (7.44 Cum)
563Transport of boring tools other required equipements and
564Supply of submersible pump of make KSB (Cora) for 200 lit/min
565Providing/inst. Of copper multistand PVC insulated FR cable suitable for submersible pump. (from Starter panel to submersible pump)
566Providing and fixing 65 mm dia. G.I. pipe complete with
567Providing and fixing 65 mm dia. brass gate valve with CI
568Lowering of 125 mm dia MS pipe in bore hole
569Supply and fixing of tube well accessories i.e. well cap,
570Fixing, testing and commissioning for erection and lowering of
571Testing and development of tube well.
572SEPTIC TANK & SOAK PIT
573Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.
574In all kind of soil upto 1.5m to 3.0m. depth
575In all kind of soil upto 3.0m to 4.5m. depth
576Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size)
577Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
578Reinforcement 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) excluding centering and shuttering and reinforcement.
579Suspended floors, roofs, landings, balconies and access platform.
580P/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.
58112mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand)
582Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
583Providing and fixing C.I. tee at the inlet and outlet of septic tank.
584Providing & fixing 75mm dia vent pipes.
585Providing & fixing of 75mm dia cast iron terminal guard.
586Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
587M.D. -10- Circular shape 500mm internal diameter
588M.D. -2.5- Circular shape 450mm internal diameter
589Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.
590SEPTIC TANK & SOAK PIT
591PLUMBING WORK TYPE IV TYPEII M COURT
592Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
593Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
594Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete
595Providing & fixing toilet paper holder cp brass
596Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
597Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
598Providing 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:-
599Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
600Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required
601Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
602Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
603Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
604Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink)
605Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore
606Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
607Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
608Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
609Providing 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.
610Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
611Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
612Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
613Providing 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 1:2:4granite stone
614Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. 25 liter
615Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
616For Internal Toilet
61715 mm nominal outer dia Pipes
61820 mm nominal outer dia Pipes
61925 mm nominal outer dia Pipes
62032 mm nominal outer dia Pipes
621Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
622Internal work - Exposed on wall
62320 mm nominal bore
62425 mm nominal bore
62532 mm nominal bore
626Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall
627Terrace loop & Tank Filling Pipe
62825 mm nominal bore
62940 mm nominal bore
63050 mm nominal bore
631Providing , checking, storing, fixing in positionof approvedqualityScrewed ends Brass float valvewith brassballfloatandPTFE seat suitable forBody test pressure of 15Kg/sqcm of the following sizes:
63240mm
633Providing , checking, storing, fixing in positionof approvedqualityScrewed ends Brass float valvewith brassballfloatandPTFE seat suitable forBody test pressure of 15Kg/sqcm of the following sizes:
63425mm
63525mm diameter pipe
63632mm diameter pipe
63740mm diameter pipe
63850mm diameter pipe
639Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge.
64015mm dia (9 mm thickness)
64120mm dia (9 mm thickness)
642Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
64325 to 40 mm nominal bore
64450 to 80 mm nominal bore
645Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
646For vertical pipe connection with terrace ringmain
64720 mm nominal bore
64825mm nominal bore
64932mm nominal bore
65040mm nominal bore
65150mm nominal bore
652Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
653Providing 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.
654110 mm dia (for rain water)
655Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.
656Single Push Fit Coupler 110mm dia
657Single tee with door 110*110*110 mm
658Plain bend 87.5 deg 110mm dia
659Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
660Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.
661Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
662Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.
663Internal Toilet (Soil & Waste Pipe) 75 mm
664110 mm
665Exposed on Wall (Soil & Waste Pipe) 110mm
666Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.
667Bend without door (87.5°) 110mm
668Bend without door (45°) 100mm
66975mm
670Y\" Fitting without door 100mm
67175mm
672Reduced \"Y\" Fitting without door 100*75mm
673Single Tee without door 110mm
67475 mm
675Single Tee with door 110mm
676Reduced Tee with door 110*75 mm
677Coupler 110mm
678Clean Out Plug (COP) 110mm
67975 mm
680Vent Cowl110mm
681Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc.
682For Wash basin & Urinal
68350mm dia. Pipe
68432mm dia. Pipe
685Elbow (90°) 50mm
68632mm
687Elbow (45°) 50mm
68832mm
68932mm
690110mm x 75mm x 50mm/40mm (Toilet)
691110mm x 75mm (Toilet)
692110mm x 75mm (KITCHEN)
693150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony)
694With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
695100 mm diameter
696Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.
697Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia sw pipe
698G.S.T. Extra as per Applicable

AI Tender Summary

OUR REF NO 43213555
AUTHORITY Government Departments
TENDER VALUE 17.57 Crore
LAST DATE 27-04-2024
Authority
Authority Name Uttar Pradesh Projects Corporation Limited
Work Description Tender For Proposed Construction Of Sports Stadium At Dharhara, Sakaldiha District-Chandauli
Basic Detail
Tender No 100/UPPCL/GM1/2023-24/E-TENDER Dated-17.02.2023
Bidding Type Tender
Location
City Sakaldiha
State Uttar Pradesh
Key Dates
Publish Date 22 Apr 2024
Submission Date 27 Apr 2024
Open Date 27 Apr 2024
Finance
Tender Value 17.57 Crore
Tender Fee 17700
EMD 35.15 Lakhs
Exemption Not Available
Document List
95afe3d8-6b8d-4822-b213-e006e4c88956.html
BIDDOC100.pdf
BOQ_1589153.xls
Tendernotice_1.pdf

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Tender Timeline

Apr 22, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 27, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Apr 27, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

95afe3d8-6b8d-4822-b213-e006e4c88956.html

pdf

BIDDOC100.pdf

xls

BOQ_1589153.xls

pdf

Tendernotice_1.pdf

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