Construction Of Model Boundary Wall, Toilet Including Drinking Water Facility At Tamulpur Commerce College For The Year 2024-25
Tender Value
40 Lakhs
Estimated cost
Bid Submission
18 Aug 2025
0 days left
EMD
80000
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tamulpur → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction of Model Boundary Wall, Toilet including Drinking Water facility at Tamulpur Commerce College for the year 2024-25
BOQ
| Sl. No. | Item Description |
| 1 | 1. BOUNDARY WALL : 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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.2.8.1 All kinds of soil. |
| 2 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level :4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 4 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.1 Mild steel and Medium Tensile steel bars |
| 5 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.1 Mild steel and Medium Tensile steel bars |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 8 | Providing 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 :5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 9 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size). |
| 10 | Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.2 Cement mortar 1:4 (1 cement: 4 coarse sand). |
| 11 | 12mm cement plaster of mix:13.4.2 1:6 (1 cement: 6 coarse sand) |
| 12 | 15mm cement plaster on rough side of single or half brick wall of mix:13.5.2 1:6 (1 cement: 6 coarse sand). |
| 13 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 14 | Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10sqm). |
| 15 | 2. TOILET BLOCK :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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.2.8.1 All kinds of soil. |
| 16 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level :4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 18 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 21 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 22 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 23 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 24 | Providing 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 :5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size). |
| 25 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size). |
| 26 | 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 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 20mm nominal size). |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4(1 cement: 4 coarse sand) |
| 28 | Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.2 Cement mortar 1:4 (1 cement: 4 coarse sand). |
| 29 | 12mm cement plaster of mix:13.4.2 1:6 (1 cement: 6 coarse sand) |
| 30 | 15mm cement plaster on rough side of single or half brick wall of mix:13.5.2 1:6 (1 cement: 6 coarse sand). |
| 31 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having and overall dimension as below (tolerance +1mm), with wall thickness 2.0mm (+ 0.2mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mittred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19x19mm and 1mm (+ 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer\"s specification and direction of Engineer-in-charge.9.117.1 Extruded section profile size 48x40mm |
| 32 | Providing and fixing to existing door frames.24mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24mm and wall thickness 2mm (+0.22mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by insertinggalvanised M.S. tube ofsize 20x20mm and 1mm (+ 0.1mm) wall thickness. The lock rail made up of \"H\" section, a uPVC hollow section of size 100x24mm and 2mm (+0.2mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. \"U\" cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620mm, having over all thickness of 20mm and 1mm (+0.1mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised M.S. road and fastened with nuts and washers, complete as per manufacturer\"s specification and dirction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 33 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285 fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws, all complete as per architechtural drawing and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately):21.1.1 For fixed portion21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron). |
| 34 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherevr required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately).21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron). |
| 35 | Filling the gap in between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.21.8.1 Upto 5mm depth and 5mm width |
| 36 | Providing and fixing glazing in aluminium door, window, ventilator, shutters and partitions etc. with EPDM rubber/reoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):21.3.2 With float glass panes of 5mm thickness (weight not less than 12.50 kg/sqm). |
| 37 | Excavating 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 20cm in trenches, plinth, sides of foundation etc. complete. |
| 38 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300mm apart including drilling 12mm diameter holes andplugging with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor.2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 39 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS:15622 of approved make, in colours white, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 40 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 41 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.13.9.1 12mm cement plaster |
| 42 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & finished the top smooth. |
| 43 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 44 | Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10sqm). |
| 45 | Providing 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 color or shade, with nuts and screws etc. complete:9.96.2 250x16mm |
| 46 | Providing 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:9.97.2 250x10mm |
| 47 | Providing 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:9.100. 1 125mm |
| 48 | Sanitary Works Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :17.3.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 49 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushingcistern |
| 50 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a15 mm CP Brass single hole basin mixer |
| 51 | 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. |
| 52 | Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. |
| 53 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 54 | Providing and fixing soil, waste and vent pipes :17.35.1 100 mm dia17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 |
| 55 | Providing and fixing soil, waste and vent pipes :17.35.2 75 mm diameter:17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 |
| 56 | Providing and filling the joints with spun yarn, cement slurry andcement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :17.36.2 100 mm dia pipe |
| 57 | Providing and filling the joints with spun yarn, cement slurry andcement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :17.36.1 75 mm dia pipe |
| 58 | Providing and fixing PTMT grating of approved quality and colour.18.58.2 Rectangular type with openable circular lid18.58.2.1 150 mm nominal size square 100 mmdiameter of the inner hinged round grating |
| 59 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 60 | Water Supply WorksBoring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.42.3 Beyond 12 m and up to 18 m depth |
| 61 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.18.9.7 65.50mm nominal inner dia Pipes |
| 62 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. |
| 63 | 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. |
| 64 | 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. |
| 65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.18.7.5 40 mm nominal dia Pipes |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the wallsetc.18.8.3 25 mm nominal outer dia Pipes |
| 67 | 18.8.1 15 mm nominal outer dia Pipes |
| 68 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.18.52.1 15 mm nominal bore |
| 69 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :18.49.1 15 mm nominal bore |
| 70 | Providing and fixing PTMT pillar cock of approved quality and colour.18.56.2 15 mm nominal bore, 125 mm long foam flow, weighingnot less than 120 gms |
| 71 | Septic TankEarth 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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.2.8.1 All kinds of soil. |
| 72 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 73 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level :4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 74 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for :5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 76 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 77 | Providing 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 :5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 78 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4(1 cement: 4 coarse sand) |
| 79 | Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.12.2 Cement mortar 1:4 (1 cement: 4 coarse sand). |
| 80 | 12mm cement plaster of mix:13.4.2 1:6 (1 cement: 6 coarse sand) |
| 81 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.13.9.1 12mm cement plaster |
| 82 | Supplying and fixing C.I. cover without frame for manhole:19.18.2 500mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 5 kg |
| 83 | ElectrificationWiring 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.1.10.1 Group A |
| 84 | Wiring 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.1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 85 | 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth |
| 86 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.1.24.1 5/6A switch |
| 87 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.1.27.4 6 Module (200mm x 75mm) |
| 88 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 89 | Supplying and fixing PVC batten/angle holder including connections etc. as required. |
| 90 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240V, 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).2.3.1 6 way, Double door |
| 91 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 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.2.10.1 Single Pole |
| 92 | 2.10.3 Double Pole |
| 93 | Earthing 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. |
| 94 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required. |
| 95 | Supplying and fixing of 32mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent/HPMV/HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40mm x 3mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. |
| 96 | Supplying with including fitting fixing of ADORE LED PLUS 9W/10W etc. as directed by the Deptt. |
| 97 | Supplying including fitting fixing of 20 W three color CCT change LED batten which can change the colour of batten from warm white to natural white to cool white with thehelp of a simple toggle switch etc. as required and directed by the Deptt. |
| 98 | Supplying with including fitting fixing of Metal Exhaust Fan (230mm) Aero clean LD GBD etc. as required and as directed by the Deptt. |
| 99 | Supplying with fitting & fixing of LED 50W IP 65 street Light/Campus light with best in class design & Robust heat sink along with class leading IP, IK & surge protections for long lasting performance. Etc. as requried and as directed by the Department (Havells, Orient, Bajaj or equivalent make). |
| 100 | Supply of following size PVC/XLPE insulated and PVC sheathed 1.1KV Gd. Solid Aluminum conductor up to 10 sq.mm, balance stranded conductor, XLPE Insulated, core laid up, PVC tape inner sheathed, Armor (Aluminum wire for single core up to 70 sq.mm, balance Aluminum strip, Galvanized wire for cable up to 2 x 10 sq.mm, 3 x 10 sq.mm 4 x 6 sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100V grad as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by thedeptt. (Havells, RR or equivalent make as approved by this Deptt.) Considering 100 Mtr. length).10.00 sq.mm 2 Core U.G. Cable |
AI Tender Summary
Tender Timeline
Aug 05, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 18, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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