Tender For Upgradation Of Stadium In Khuda Ali Sher, U.T., Chandigarh.
Tender Value
1.63 Crore
Estimated cost
Bid Submission
17 Sep 2026
1 days left
EMD
3.26 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Stadium In Khuda Ali Sher, U.T., Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (DSR 15.56) |
| 2 | Brick work with F.P.S. bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement: 6 coarse sand) DSR 6.4.2 |
| 3 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) (DSR 13.5.1) |
| 4 | Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. N.S. |
| 5 | Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36) |
| 6 | Providing and Laying of kerb of size 2’-0” x 9” having 4” thickness at bottom and 3” thickness at top placed at or near ground level in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. |
| 7 | Providing and fixing AC strips of 70mm x 6mm fixed in Cement Concrete in required position Complete in all respect to the entire satisfaction of the engineer-in-charge. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 8 coarse sand : 16 graded stone aggregate 40 mm nominal size) (N.S.) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). DSR 4.1.2 |
| 10 | Providing and laying 60mm thick factory 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 20mm thick compacted bed of cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. Without colour pigment |
| 11 | Kota 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) : 25 mm thick DSR 11.26.1 |
| 12 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.(DSR:11.31) |
| 13 | Providing and fixing Gate of M.S. angle having angle size 65 x 65 x 6mm having 17'-0\\" (8'6\\" + 8'6\\") long openable shutters and 6'-0\\" height 3\\" above ground level and base support 1'-0\\" below ground level welded with 4\\" centre to centre M.S. flat 50 x 5mm with 2 nos. lugs 1'-6\\" long back to back with 2 nos. hinges on each gate shutter for openable arrangements with sliding bolt for locking arrangements and gate shall be properly embedded in cement concrete 1:2:4 be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfication of Engineer- in-Charge. N.S. |
| 14 | Steel 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 welded type tubes (DSR:10.16.1) |
| 15 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in epoxy by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screwsprimer on both side of the sheet and polyester top coat 15-18 microns. Sheet approved by Engineer-in-charge) 0.05 mm. 240 mpa mm steel grade, 5-7 microns should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto 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. (DSR 12.50) |
| 16 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand) flush/ ruled/ struck or weathered pointing. (DSR 13.31.1) |
| 17 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).(DSR:13.46.1) |
| 18 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer:- DSR 13.41.1 |
| 19 | Renewing glass panes, with woorden fillets wherever necessary Float glass panes of thickness 4 mm DSR 14.6.1 |
| 20 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer in-Charge. DSR 9.119 |
| 21 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 30 mm thick pre laminated PVC door shutters DSR 9.120.2 |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. (DSR 14.54.1) |
| 23 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (DSR 8.31) |
| 24 | Providing and laying polished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 60x60 cm (11.41.2) |
| 25 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. (DSR 2.27) |
| 26 | Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) DSR 26.27.1 |
| 27 | Providing and fixing M.S Angle 50x50x5 mm frame board of height 3 feet and width 17 feet. The CRC sheet of 16 gauge of size 17 feet x 3 feet is to be welded on top side of the frame. The frame is to be fixed through welding on existing supports present at site. The rates also include one coat of steel primer with two coat of special quality paint of approved shade and further writing the approved write-up on one side of the board as per the direction of EIC, complete in all respects as per drawing & job to the entire satisfication of Engineer- in-Charge. N.S. |
| 28 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. (DSR : 15.27) |
| 29 | Painting top roofs with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete (with residual type petroleum bitumen of penetration VG-10 bulk to the entire satisfaction of the E.I.C (DSR : 12.15.1) |
| 30 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : With common burnt clay F.P.S.(non modular) brick tile of class designation 10. (DSR : 12.16.1) |
| 31 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4stone aggregate 10mm and down gauge) including finishing with cement mortar1:3 (1 cement: 3 fine sand) as per standard design :12.21.1 In 75x75mm deep chase (DSR 12.21.1) |
| 32 | Providing and fixing fencing of G.I. chain link fabric with MS frame having GI wire of outer dia minimum 4mm having mesh size 50mm x 50mm in required colour and shade embedded in MS Circular hollow section outside dia 60.3mm and nominal dia 50mm frame of size 12'x12' duly embedded in cement concrete 1:2:4 block of 1'-6\\" x 1'-0\\" x 3'-0\\" with part of MS Circular hollow section column of frame extended 3'-6\\" from frame with 2 Nos. anchorage of MS angle size 65x65x6mm embedded in concrete base and 0'-6\\" clear spacing above the ground level. The MS flat of size 50x5mm be provided in center position in horizontal and vertical positions on both sides or faces of the frame. The corners and middle cross (both sides), Vertical & Horizontal, be nut bolted and duly flash welded to the MS Circular Hollow section and chain link fabric. The adjacent frames to be inter-connected at top with MS flat 50x5mm of length 0'-9\\" welded and at multiple variable heights with nut and bolt arrangement and welding complete in all respect. |
| 33 | Providing and fixing G.I. chain link fabric with MS frame (50 x 50 x 6mm) gate having size 7'-0\\" x 3'-0\\" size of 1 nos. openable shutters. The chain link fabric must have GI wire of dia. 4mm, having mesh size 50mm x 50 mm in required colour and shade fixed with MS Angle 50 x 50 x 6mm frame of size 7'-0\\" x 3'-0\\" for openable shutter. The edges (one side) and middle cross (both sides, Vertical & Horizontal ) of G.I. fabric to be duly flash welded with the M.S. flat of size 25 x 5mm. The shutters to be fixed with minimum 4 hinges at equal interval with clear distance between ground level and bottom shutter edge to be 0'-3\\" for openable arrangements and sliding bolt for locking arrangements and gate shall be painted with two coats of approved quality enamel paint over one coat of primer complete in all respect to the entire satisfication of Engineer-in-Charge. |
| 34 | Brick on edge flooring with machine moulded perforated FPS bricks of class designation 125 conforming to IS :2222-1991 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand) |
| 35 | P/L consisting of 3\\" thick layer of black cinder on existing track and clay 1:4 over layer of 4\\" screened cinder over 6\\" thick cinder and clinker over 6\\" thick coarse gravel for bottom layer including loading and unloading upto lead of 2Km. Cost also includes road roller for compacting and watering and conversion of clay clods into powder and screening of cinder and clay etc complete in all respect. |
| 36 | Brick work with F.P.S. bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 37 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals,oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 38 | Providing and fixing coloured self addhesive PU-Tactile tile, ground surface indicators (made of Polyurethane) of size 300mmx300mm for guiding/direction/ warning to the visually impaired visitors in the centre/side of the pedstrain/approach pathway as per design/specification and guidelines complete in all respect to the entire satisfaction of Engineer-in-charge (NS) |
| 39 | Providing and fixing acrylic multilingual Braille (raised dots) DIRECTIONAL SIGNBOARDS of size 6\\" x 9\\" designed as per accessibility standards and having 4mm thick acrylic base plate with Upper Case San Serif words made of white acrylic non glare cut out letters of height 15mm raised not less than 0.8mm above base plate and the equivalent word written in Hindi with Devanagari non glare acrylic letters of height 15mm raised not less than 0.8mm above base plate and having a non-glare acrylic cut arrow pointing in the required direction. Each signboard to be fixed as per manufacturers specifications on the wall at the approved location and at a height of 1200mm from FFL complete as per design/specificaitons and guidelines as per the entire satisfaction of the the Engineer-in-charge (NS) |
| 40 | Providing and fixing acrylic Braille indicators for handrails of the approved design and make having Braille dots raised 0.5mm above base plate, to be installed at the specified locations as per the directions of the engineer in charge complete as per design/specificaitons and guidelines as per the entire satisfaction of the Engineer-in- charge (NS) |
| 41 | Providing and fixing SS railing with circular handrail of dia 35-45 mm at two levels i.e. 700 mm and 900 mm respetively, should extend 300mm and 450 mm after the stair ramp runs in staircase (NS |
| 42 | Manufacturing supplying and fixing retro reflective for building name sign boards consisting of 12'x4' sign boards and definition plate of Size 12'x4' made up of 3mm. thick ACP sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming. to type IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message symbols and borders etc. as per IRC 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class- 2 of ASTM-D-4956 01 and welding the same with 12' high with 2 Nos vertical post of M.S. Square Tube size 150x150x5mm welded with hold fast of same size 250 mm long at the bottom end to be embedded in ground with cement concrete 1:1 1/2:3 block of size 1'-6\\" x 1'-6\\" x 3' The plate is to be processed by stove enamel paint of approved brand and painting white and black colour alternate bands of 300mm long over one cost of priming coat to vertical post and steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat, complete in all respects and to be entire specification of Engineer-in charge (NS) |
| 43 | PUBLIC HEALTH WING WORKS |
| 44 | Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.1 Sand cast iron |
| 45 | Providing and fixing soil, waste and vent pipes :75 mm diameter : 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 |
| 46 | Providing and fixing drip seal joint for HCI pipes of size 100mm including the cost of yarn, caulking complete in all respects |
| 47 | Providing and fixing drip seal joint for HCI pipes of size 75mm including the cost of yarn, caulking complete in all respects |
| 48 | Providing and fixing plain bend of required degree. 17.39.1 100 mm dia 17.39.1.1 Sand cast iron S&S as per IS - 1729 |
| 49 | Providing and fixing plain bend of required degree. 17.39.2 75 mm dia 17.39.2.1 Sand cast iron S&S as per IS - 1729 |
| 50 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 17.61.1 100 mm dia |
| 51 | Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks(DSR No. 18.76.1 ) |
| 52 | 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. |
| 53 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : Sand Cast Iron S&S as per IS: 1729 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS- 1729 |
| 54 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 18.11.1 15 mm dia nominal bore |
| 55 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 18.11.2 20 mm dia nominal bore |
| 56 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 18.46.1 15 mm nominal bore |
| 57 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 18.46.2 20 mm nominal bore |
| 58 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 18.46.4 32 mm nominal bore |
| 59 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1A 20 mm nominal bore |
| 60 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.2 32 mm nominal bore. |
| 61 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.2 20 mm nominal bore |
| 62 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.3 Dark shade pigment using ordinary cement (Physically handicapped) |
| 63 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 8.5 |
| 64 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form for : Centering and shuttering including strutting, propping etc. and removal of form for :Centering and strutting including strutting,propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. |
| 66 | Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.6 |
| 67 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.22.6 (15 Cum @ 120 kg/cum) |
| 68 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, 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 : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 69 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 70 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter |
| 71 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. 19.4.1.1 |
| 72 | Providing 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 :150 mm diameter S.W. pipe |
| 73 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter |
| 74 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions |
| 75 | Providing and fixing grabe rail of stainless steel pipe 1-1/4\\" and fitting of grade AISI 304 as per JIS standard 3448 including fitting and fixing of pipe with clamps at 1.00 m spacing including cutting and making good the walls complete as per direction of Engineer-in-charge. |
| 76 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 77 | Extra over & Above Item no 17.7.4 of DSR for using under counter washbasin of size 550x445x190mm as per archtechural drawings, code X0494 or parryware (niagara) model with auto closing piller cock system code G 2013A1 of parry ware (lapis neo) with adjustable brackets ( special for under counter) to entire satisfaction of Engineer-in-charge. |
| 78 | Difference in rate for providing and fixing auto closing systerm code G201 3A1 or Parryware (Lapisneo) instread of ordinary piller cock systerm to be used in handicaped toilet. |
| 79 | Providing and fixing C.P. Bras angular stop cock of15 mm nominal bore |
| 80 | Providing and fixing white vitreous china ceramic flat back half stall flow sensor urinal wall mounted of size 580x380x350mm with all fitting required, standaed size CP Brass flush pipe,with automatic flushing system speaders, auto closing ahle cock, CP dome waste 32mm, GI waste pipe 32mm, clamps (all CP Bras) including painting of fitting complete in all respect |
| 81 | Providing and fixing CP Brass auto closing concealed urinal press matic |
| 82 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 83 | Providing and fixing urinal partition 10mm thick High Stainless Steel of size 1.5 x 2.75 fixed in postion with clams holding the Steel Partition All exposed edges to be grinded with smooth finish to the entire satification of engineer-in-charge including carriage of material to site of work. to the entire satification of engineer-in-charge including carriage of material to site of work. [ Fixed on slopping back wall before fixing ceramic tiles] |
| 84 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 85 | Providing and fixing in postion best indian make ISI marked 15mm CP brass extension nipples including the cost of CP flange complete in all respect. |
| 86 | Providing 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 87 | Providing and fixing of wall hang EWC of make ( Jaguar/Cera/Hindware)white vitreous china type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern inside the wall including flush pipe, with automatic controlled device, conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required based on DSR item 17.2 :[Also for Barrier Free Toilet Block] W.C. pan with ISI marked white solid plastic seat and lid |
| 88 | Providing and fixing to the inlet mouth of rain water pipe cast iron gratting 15cm diameter and weighing not less then 4.40 gram. DSR : 12.44 |
| 89 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular tank (water), 4 No.x 1000 Ltrs =4000 Ltrs .Circular tank( T.T. water) , 4 No.x 1000 Ltrs =4000 Ltrs. |
| 90 | Providing and fixing water meter cover made out of MS angle frame 25mmx25mmxshutter 20mmx20mmx5mm MS sheet 18 gauge with locking arrangement primer painting complete in all respects. |
| 91 | Providing and fixing sanitary napkin vending machine, incinerator, Battery and happy days pad complete in all respects. |
| 92 | Providing and fixing acralic sheet with silver remark engraving plate 12\\"x18\\" in postion at required place to the entire satification of Engineer-in-charge. |
| 93 | Providing and fixing Sun board printing with lamination on 5mm sun board of size 6' x 2' to be fixed at the height of 12' from NGL, leveled in postion to the entire satification of Engineer-in-charge |
| 94 | Providing and fixing acralic sheet with silver remark engraving plate 12\\"x12\\" in postion at required place to the entire satification of Engineer-in-charge. |
| 95 | Providing and fixing Sun board printing with lamination on 5mm sun board of size 24\\" x 30\\" to be fixed at the height of 12' from NGL, leveled in postion to the entire satification of Engineer-in-charge |
| 96 | Providing and Fixing C.P. brass bib cock of approved quality conforming IS:8931 |
| 97 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia DSR : 17.28.1.1 |
| 98 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.DSR Item No. 10.25 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar work DSR Item No. 10.25.2 |
| 99 | Providing and Fixing IRC jali made of mesh wire 1\\" x 1\\" welded in frame made out of MS flat 25mm in existing ventilation complete in all respects including the cost of primer , painting etc |
| 100 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : DSR Item No. 13.65.1 |
| 101 | Extra for cutting through mettaled roads and their foundations including sorting and screening and stacking the stone metal at site of work to the entire satisfication of EIC. NSI |
| 102 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. DSR 17.71 |
| 103 | ELECTRICAL WING WORKS |
| 104 | Supply, erection, testing & commissioning of 16 Meter High Mast with three rope suspension and based on the following parameters/ requirements of the Deptt. |
| 105 | Height of Mast: 16 meter with power tool based. The power tool 3 phase motorized 1.1 KW complete in all respect should be installed in the pole Reputed ISI marked only. Wind speed: 180 Km/hour as per IS-875 (Part-III).The High Mast & head frame shall be structurally suitable to accommodate the 8 Nos. LED flood light fittings & its control gear boxes. The entire high mast structure (Internally & externally) and all MS parts shall be hot dip galvanized as per BSEN ISO 1461. |
| 106 | Construction of the Mast:The mast shaft shall be manufactured from high tensile steel plates confirming to BS EN 10025 having minimum yield strength of 355N/Sq. mm. Each mast shaft section shall be without any circumferential weld joint except base flange. The mast base flange shall be free from any lamination or incursion and provided with supplementary gussets between the bolt-holes to ensure elimination of helical stress concentration.The minimum A/F dimension of top shall be 150 mm (min.) and bottom 410 mm (min.). The mast should have two sections and the sections shall be joined at site by slip-stress-fit method and minimum overlap distance shall be 1.5 times the diameter at penetration.A door reinforced with welded steel section, vandal resistant, weather proof with Allen bolts and pad locking facility of dimension not less than 1200 mm x 250 mm shall be provided at a height 2 times the width of door from the base of mast to provide clear access to base compartment Equipments winch, motor, cable, connector etc. For the environmental protection of the mast, the entire fabricated mast shall be hot dip galvanized internally and externally in single dip having a uniform average thickness of 85 microns for plates more than 5 mm and 70 microns for 5 mm and less thickness. |
| 107 | Code No.: I.S. 875 (Part III) 1987 Amended up to date Title: Code and practice for design loads for structures under Code No.: BSEN 10025 Title: Grades of M.S. plates Code No.: BS 5135/AWS D 1.1 Title: Welding Code No.: BSEN ISO 1461 Title: Hot dip galvanizing Code No.: TR. No. 7 (2000 addition) of ILE, UK. Title: Specification of Mast and foundation. Code No.: IS 3459 / 2266 Title: Stainless steel Wire rope Code No.: IS 9968 Part – 1 Title: Trailing Cable Code No. IS 325 Title: Motor |
| 108 | Dynamic Loading for the Mast:The mast structure shall be suitable to sustain an assumed maximum reaction arising from a wind speed as per IS 875 (three second gust), and shall be measured at a height of 10 metres above ground level. The design life of the mast shall be 25 years. The force co-efficient taken for design of the twenty sided polygonal structure is to be established from the wind tunnel test data. |
| 109 | Luminaries Carriage:A fabricated Lantern Carriage shall be provided for fixing and holding the flood light fitting and control gear boxes. The Lantern Carriage shall be of special design and shall be of steel tube construction, the tubes acting as conduits for wire, with holes fully protected by grommets. The Lantern Carriage shall be so designed and fabricated to hold the required number of flood light fitting and control gear boxes, and also have a perfect self balance. The Lantern Carriage shall be fabricated in two / three halves and joined by bolted flanges with steel nuts to enable easy installation or removal from the erected mast. The entire lantern carriage shall be hot dip galvanized after fabrication. The inner lining of the carriage shall be provided with protective PVC arrangement, so that no damage is caused to the surface of the mast during raising and lowering operation of the carriage. Weather proof junction box, made of cast Aluminum shall be provided on the Carriage Assembly as required, from which the inter-connections to the designed number of the flood light luminaries and associated control gears fixed on the carriage shall be made. |
| 110 | RAISING AND LOWERING MECHANISM: For the installation and maintenance of the luminaries and lamps, it shall be necessary to lower and raise the Lantern Carriage Assembly. To enable this, a suitable Winch Arrangement shall be provided, with the winch fixed at the base of the mast the specially designed head frame assembly at the topWinch: The winch shall be of “Integral Power Tool” type with motor. The winch shall have provision for manual operation in case of failure of the motor. The winch shall be double drum and completely self sustaining type, without the need for brake shoe, springs or clutches. Each driving spindle of the winch shall be positively locked when not in use. The capacity, operating speed, safe working load, recommended lubrication and serial number of the winch shall be clearly marked on each winch. The winch drums shall be grooved to ensure perfect seat for stable and tidy rope lay, with no chances of rope slippage. The rope termination in the winch shall be such that distortion or twisting is eliminated and at least 5 to 6 turns of rope remains on the drum even when the lantern carriage is fully lowered and rested on the rest pads. It shall be possible to remove the hoisting mechanism after dismantling through the door opening provided at the base of the mast. The winch shall be type tested at a reputed institution and the test certificate shall be furnished before supply of materials. The test certificate shall include the maximumload operated by the winch. |
| 111 | Head Frame:The head frame is to be designed as a capping unit of the mast, shall be of welded steel construction, galvanized both internally and externally after assembly. The top pulley shall be of appropriate diameter, large enough to accommodate the steel wire ropes and the multi-core electric cable. The pulley block shall be made of no corrodible material, and shall be of die cast Aluminum Alloy (LM-6). Pulley made of synthetic materials such as plastic or PVC are not acceptable. Self-lubricating bearings and steel shaft shall be provided to facilitate smooth and maintenance free operation for a long period. The pulley assembly shall be fully protected by a canopy galvanized internally and externally. The head frame shall be provided with guides and stops with PVC buffer for docking the lantern carriage. |
| 112 | Stainless Steel Wire Ropes:The stainless steel wire ropes shall be in AISI 316 grade, 7/19 construction with central core in the same material of diameter and the breaking load of rope shall not be less than 2x2350 Kg. giving a factor of safety of over 5 for the system at full load as per the TR7 referred to in the beginning of this specification. The end construction of rope for the winch drum shall be fitted with talurit and for two continuous ropes the end termination in luminary’s carriage shall be with stainless steel thimble and copper splicing and for others with stainless steel thimble and bull dog grips. |
| 113 | Electrical System, Cable and Cable Connections:Suitable terminal box shall be provided as part of the contract at the base compartment of the high mast for terminating the incoming cable. The electrical connections from the bottom to the top shall be made by special trailing cable. The cable shall be EPR / PVC insulated and PCP sheathed to get flexibility and endurance. At the top there shall be weather proof junction box to terminate the trailing cable. The system shall have in-built facilities for testing the luminaries while in lowered position. Also, suitable provision shall be made at the base compartment of the mast to facilitate the operation of internally mounted, electrically operated power tool for raising and lowering of the lantern carriage assembly. The trailing cables of the lantern carriage rings shall be terminated by means of specially designed, metal clad, multi pin plug and socket provided in the base compartment to enable easy disconnection when required |
| 114 | Power Tool for the Winch:Three phase, single speed, 6 pole high-powered motor of rating 2 HP suitable to lift the load mounted on adjustable plate to adjust the length of winch motor coupling chain is to be provided in base compartment. Mechanical torque limiter is to be mounted on motor shaft to stop transmission of motion from motor to winch in case of excess load and thus prevent the damage to winch and breakage of rope. |
| 115 | Lighting Finial:One number heavy duty hot dip galvanized lightning finial shall be provided for each mast. The lightning finial shall be minimum 1.2 M in length and shall be provided at the center of the head frame. It shall be solidly bolted to the head frame to get a direct conducting path to the center of the earth through the mast. The lightning finial shall not be provided on the lantern carriage under any circumstances in view of the safety of the system 1 Nos. LED type single dome aviation obstruction light shall be provided each high mast. |
| 116 | Earthing Terminals:Earth terminal using 12 mm diameter hot dip galvanized bolts shall be provided on the door stiffener of the mast for lightning and electrical earthing of the mast. |
| 117 | The firm will give the high mast parameters as given below: |
| 118 | Height of the High Mast. = 16 Mtr. |
| 119 | Nos. of sections = Two Nos. |
| 120 | Thickness of each section in mm. = Top: 3 mm & Bottom 4mm minimum |
| 121 | Bottom plate thickness = 25 mm (Minimum) |
| 122 | No. of rag bolts along with Anchor plate = 8 Nos. (Minimum) |
| 123 | Makes of High Mast = Valmount/ Bajaj/ Transrail/BPP/Utkarsh only. |
| 124 | The manufacturer should be ISO 9001 certified having their own marketing division and project cell with adequate qualified and experienced Engineers to carry out the job and must have experience of handling similar turnkey jobs in past and the proof of the same is to be furnished for issue of tender documents. The bidder has to conduct wind tunnel test on a specimen to establish the force coefficients of the 20 side polygon and the value received from the wind tunnel test is to be taken in design. . Further, type test is to be done at reputed institutions to validate the structural program. The winches are to be type tested through reputed institutions. The high amst manufactured should have in house civil, structural and product design facility. Also the shaft is to be manufactured from ISO 9001& ISO 14001certified factory taking care of all aspects of design, quality, environment and safety. |
| 125 | FOUNDATION FOR 16 Mtr. LONG HIGH MAST:Design & casting of foundation with M20 cement Concrete & steel reinforcement suitable for installation of16 Mtr. / 16mtr high mast: |
| 126 | DSR ITEM NO. 2.8.1 (CIVIL WORK)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil (Size 1600mmx2300mmx2300mm) (Total 1.6mx2.3mx2.3m)= 8.46 cum (1 nos. x 8.46= 8.46cum) |
| 127 | DSR ITEM NO. 5.9.1 (CIVIL WORK)Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete Size 1x2 (3.100+3.100) 0.45 = 5.58 sq.mtr. Size 1 - 1550mm x 900mm = (1.55mx0.9m) = (1.395x4=5.58 sq. mtr.) Size 2 - 250mmx2300mm = (2.3mx0.25m) = (0.515x4=2.3 sq. mtr.) Total (5.58+2.3= 7.88 Sq. mtr.) (1nos. x 7.88= 7.88 sq. mtr.) |
| 128 | DSR ITEM NO. 5.2.2 (CIVIL WORK)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Size 1 - 250mmx2300mmx2300mm = (0.25mx2.3mx2.3m) = 1.3225 cumSize 2 - 1550mmx900mmx900mm = (1.55mx0.9mx0.9m)= 1.25 cumTotal (1.3225+1.25= 2.57 cum) (1nos. x 2.57= 2.57cum) |
| 129 | DSR ITEM NO. 4.1.11 (CIVIL WORK)b) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) (0.1mx2.3x2.3m =0.52 cum) (1 no.x0.52= 0.52 cum) |
| 130 | DSR ITEM NO. 5.22.6 (CIVIL WORK)Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars1.Horizontal Bar10mm dia = 48 nos.x 2400mm= 115.2 r.mtr @ 0.62 Kg per mtr.= 71.42 kg2.Vertical Bar 12mm dia =20 nos.x2400mm= 48 r.mtr. @ 0.89 kg/mtr. =42.72 kg3.Horizontal Ring 8mm dia =10 nos.x3200mm=32 r.mtr.@ 0.390kg per mtr.=12.48kg Total (71.42+42.72+12.48=126.62+5% wastage = 132.95 kg) (1 nos.x132.95= 132.95kg) |
| 131 | Earthing 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 of 2.7 metre long etc. with charcoal/ coke and salt as required |
| 132 | Supplying and laying 25 mm X 5 mm G.l strip at 0.50 meter below ground as strip, earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) |
| 133 | Supply and laying of insulated 2 core x 10mm2 aluminium multi conductor twin core flat unarmoured cable to fixed on the suitable clamps and nuts /bolts etc make finolex/ lapp/ polycab/ havell's or its equivalent of ISI marked. The work shall be executed to the entire satisfaction of engineer-in-charge. |
| 134 | Providing & Fixing Cable Junction box of size 250X200X100MM complete in all respect. The job included fixing of Junction box on the walll with all petty material as required. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 135 | Supply & laying of ISI marked 4 core 16 mm sq PVC INSULATED Aluminium armoured cable loose in trench/ pipe:-Supply & laying of ISI marked 4 core 16 mm sq Aluminum conductor armoured cable of make Havell's/ Finolex/ Ecko/ Lapp/ Cirtina/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable shall be laid as per DSR Code 7.5.1 . The job included all Connections, Commissioning and testing of phase. Supply complete in all respective to the entire satisfaction of the Engineer in charge. |
| 136 | Supply & laying of ISI marked 2 core 16 mm sq PVC INSULATED Aluminium armoured cable loose in trench/ pipe:-Supply & laying of ISI marked 2 core 16 mm sq Aluminum conductor armoured cable of make Havell's/ Finolex/ Ecko/ Lapp/ Cirtina/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable shall be laid as per DSR Code 7.5.1 . The job included all Connections, Commissioning and testing of phase. Supply complete in all respective to the entire satisfaction of the Engineer in charge. |
| 137 | Supply & Laying of DWC pipe 50/63mm with out hand bockey:-Supply and laying of 50/63 mm (I/D& O/D) Double Wall Corrugated (DWC) High Density Polyethylene pipe (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm conforming to IS 14930 (P-II) and PSEN-50086 (P-I & II) of Make Duraline/Rex/Zen duct /Gemini.. The pipe should be laid below ground/road level by digging the ground upto75 cm less excavation or cutting the road/paver blocks upto required level & laying of DWC pipe for laying L.T. (up to 1.1 KV grade) cables etc. including cost of digging and refilling of pits/Trench complete in all respects to the entire satisfaction of Engineer-in-Charge of work. |
| 138 | Supply & Erection of Three Phase Sensor based Timer and Contactor assembled in 22 gauge CRCA sheet enclosure duly powder coated with the following accessories (Three Phase) of Make Amsons /L&T/Scheinder or equivalent as approved by the Engineer-in-Charge. It shall conform to latest relevant IS Code:-1. It shall have 3 contactors of capacity 40 Amp. Each of made BCH, Legrand, L&T or Siemons. The contractor should be of AC-3 duty 2 pole, 220/240 V coil Voltage. 2. It shall have Auto/Manual switch, light activated switching system with allied accessories as required. 3. It shall have kit-kat fuse unit of 40 Amp capacity. The fuse unit shall conform to latest relevant IS code for protection of timers, bakelite sheet & other components as per requirement as site. 4. It shall be housed in a powder coated 22 gauge M.S sheet cabinet fo its protection. 5.The device shall be provided/fixed in the existing pedestal box in such a way so that it operates at correct time i.e. at rising/setting of Sun. The Sensor shall be included time watch to operate as required. The work shall be executed to the entire satisfaction of Engineer-in-charge. Warranty:- IT SHOULD STAND WARRANTY FOR ONE YEAR TOWARDS ANY MANUFACTURING DEFECTS. |
| 139 | Supply & Erection of Three Phase Aluminum Bus BarSupply & Erection of Three Phase Aluminum Bus Bar of size 300mmx25mmx25mm with L type fuse unit covered with the heat shrink insulation sheet to be fixed on Porcelein insulators in the existing pedestal with required material. The fuse links should be equal to the number of out going circuits. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 140 | Outdoor type M.S. Cubical Pedestal : S&E of Outdoor type SINGLE SIDE OPEN ABLE M.S. Cubical Pedestal of size 1200mmx 900mm x350mm fabricated from 16 G.M.S. sheet welded on M.S. angle iron frame of size 50mmx 50mm x6mm with 4 Nos. legs of angle iron of same size each of length 600mm with M.S. sheet of size 100mmx100mmx6mm thick at the bottom of the legs. The front side of the pedestal should be openable with hiunged door provided with Godrej type locking arrangements. A 'U' type support made from M.S. sheet of 16 G having width 75mmx6mm be welded vertically in the inner side of the door to avoid entry of water. The door of the pedestal should be provided with rubber gasket to avoid entry of other insects etc. The top of the pedestal shall be covered with canopy made out of 16 G M.S. sheet projected outside to avoid entry of water. M.S. sheet of 16 G thickness and 1200mm x 150mm size be fixed at the front to cover the entry of cables. Four No. supporting members each of size 50mmx6mm thick according to cubical size shall be welded for mounting switcher gear i.e. ICTPN,BBC, Timer and energy meter etc. The Pedestal shall be painted with two coats of P.O. red paint after applying one coat of red oxide. The legs of the pedestal shall be embedded in the 1:2:4 R C.C. mixture by digging 1½' deep as required. The letter 'M.C.C.' in 4\\" size shall be written on the front door of the Pedestal. The job also includes Supply & erection one No. wooden plank/ board of size 1'-6\\" x 1'-6\\" and 25mm thick suitable for fixing energy meter including cost of screws, nuts & bolts in cubical pedestal complete in all respects. The pedestal will be housed on RCC Foundation platform of size 900 mm deep (450 mm underground and 450 mm above ground x 910 mm long x 360 mm wide including sufficient number of entries for cable with DWC pipe The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 141 | Providing and fixing 100 A 30 KA 4 Pole rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. DSR 2.2.13 |
| 142 | Supply & erection of high power LED 180-200 Watt Flood Light luminaries(System lumen efficacy 105 <120 lm/Watt)High-brightness White LEDs sources with high transmittance LENS on each LEDs with peanut lens with toughened glass, secondary lens optics, (System lumen efficacy 105 <120lm/Watt), 4000 K color temperature & CRI<70 value for ensuring good quality light output. Life of at least 50,000 hours & LED driver efficiency >95%, potted driver and driver should comply cispr-15 and EMI/EMC compliance, Power factor greater than 0.90, THD<15% & min 4KV internal surge protection and 10KV External surge protection with operating voltage range from 120-270 V for ensuring lifelong high performance of luminaire, having in built protection against short circuit, over voltage protection, the fixture is made of LM-6 Pressure die-cast aluminum with engraved company name & have IK05 & IP66 Class I protection with NABL Accredited LM-79 & LM-80 Report. The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. The luminary should not be over power derived. The fitting shall be mounted on the plate bracket on existing pole including making connection, testing & energizing complete in all respect to the entire satisfaction of Engineer-in-charge. The LED Street Light Fixture shall be installed on 7.5/9 mtr long pole. The luminary should be make Philips/ Crompton/ Havells/ Surya/ Wipro/ Bajaj. |
| 143 | Supply & erection of high power LED 100 Watt Flood Light luminaries(System lumen efficacy 105 <120 lm/Watt)High-brightness White LEDs sources with high transmittance LENS on each LEDs with peanut lens with toughened glass, secondary lens optics, (System lumen efficacy 105 <120lm/Watt), 4000 K color temperature & CRI<70 value for ensuring good quality light output. Life of at least 50,000 hours & LED driver efficiency >95%, potted driver and driver should comply cispr-15 and EMI/EMC compliance, Power factor greater than 0.90, THD<15% & min 4KV internal surge protection and 10KV External surge protection with operating voltage range from 120-270 V for ensuring lifelong high performance of luminaire, having in built protection against short circuit, over voltage protection, the fixture is made of LM-6 Pressure die-cast aluminum with engraved company name & have IK05 & IP66 Class I protection with NABL Accredited LM-79 & LM-80 Report. The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. The luminary should not be over power derived. The fitting shall be mounted on the plate bracket on existing pole including making connection, testing & energizing complete in all respect to the entire satisfaction of Engineer-in-charge. The LED Street Light Fixture shall be installed on 7.5/9 mtr long pole. The luminary should be make Philips/ Crompton/ Havells/ Surya/ Wipro/ Bajaj. |
| 144 | SITC of LED 50 Watt Flood Light on required foundation with M.S. wire mesh cover to highlight the existing trees. The LED flood light with following specifications: System lumen efficacy 105 <120 lm/Watt)High-brightness White LEDs sources with high transmittance LENS on each LEDs with peanut lens with toughened glass, secondary lens optics, 3000-4000 K color temperature & CRI<70 value for ensuring good quality light output. Life of at least 50,000 hours & LED driver efficiency >95%, potted driver and driver should comply cispr-15 and EMI/EMC compliance, Power factor greater than 0.90, THD<15% & min 4KV internal surge protection and 10KV External surge protection with operating voltage range from 120-270 V for ensuring lifelong high performance of luminaire, having in built protection against short circuit, over voltage protection, the fixture is made of LM-6 Pressure die-cast aluminum with engraved company name & have IK05 & IP66 Class I protection with NABL Accredited LM-79 & LM-80 Report. The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. The luminary should not be over power derived. The fitting shall be mounted on the foundation including making connection, testing & energizing complete in all respect to the entire satisfaction of Engineer-in-charge. The luminary should be make Philips/ Crompton/ Havells/ Surya/ Wipro/ Bajaj. The job includes fixing the LED flood light on suitable foundation, fixing IP 66/67 (weather proof) junction box for outdoor installation with knockouts for cable entry & covering the whole assembly with MS wire mesh cover, properly fixed in foundation, for protection of LED fitting. Make: Phillips or Havells or Trilux, Panasonic, Twinkle, Surya, Bajaj. The colour of the fitting to be decided by EIC before execution of the work. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 145 | Supply & Erection of 1x18 watt retrofit LED tube rod with batten Supply & Erection of 1x18 watt retrofit LED tube rod alongwith batten for housing the tube rods of make PHILIPS, Wipro, Bajaj, Havells,Twinkle. The fitting should be installed on existing surface. The job includes carriage, erection, making connections, testing and commissioning of the fitting.The cost includes all labour and material required to the entire satisfaction of Engineer-in-charge.Warranty:- The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. |
| 146 | Supplying 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 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. |
| 147 | Supplying and fixing suitable size Gl box with modular plate and cover in Front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connection etc. as required. |
| 148 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “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. Single Pole Make: ABB, Havells, Schneider, Legrand, L&T, Hager. |
| 149 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “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 |
| 150 | Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/PVC conduit as required. 3x2.5 mmsq. |
| 151 | Supplying and fixing of following size of PVC conduit alongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. Size 25mm |
| 152 | G.I. Earth pipe electrode with salt/ Charcoal: Supply and laying of earth electrode made out of ISI marked 'B' class G.I. pipe 4.5 Mtr. long 40 mm dia including accessories. GI pipe electrode shall be cut tapered at the bottom and provided with holes of 12mm dia, drilled not less than 7.5 cm from each other upto 2 Mtr. of length from bottom. The earth electode shall be laid in ground after boring as per CPWD specificationscomplete in all respect and to the entire satification of the engineer-in-charge. |
| 153 | P/F 6 SWG GI earth wire in pipe: Providing & laying earth connection from earth bottom of the electrode with 6 SWG dia G.I. wire and from top of the electrode upto pole or pedestal with proper connection with nuts and bolts in 15mm dia GI pipe from earth electrode, as required complete in all respects. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 154 | Wiring 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 I recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 155 | Supplying and fixing Cable End Box (Loose Wire Box) (IP 43) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with testing and commissioning etc. as required. For 6 way, Double door SPN MCBDB |
| 156 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ woodenblock including connection etc. as required. |
| 157 | Providing and fixing of 9 watt screw type LED . The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 158 | Supply & Erection of screw type Lamp Holder . The work shall be executed to the entire satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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