Tender For Augmentation Of Railway Siding Near Thapan Dwar At Chandimandir Mil Station Under Ge Chandimandir.
Tender Value
1.38 Crore
Estimated cost
Bid Submission
26 Nov 2026
26 days left
EMD
2.13 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panchkula → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Augmentation Of Railway Siding Near Thapan Dwar At Chandimandir Mil Station Under Ge Chandimandir.
BOQ
| Sl. No. | Item Description |
| 1 | M&L for Surface dressing not exceeding 15 cm deep in hard/ dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Rough excavation not exceeding 1.5 metre deep and getting out in soft/ loose soil, dewatering, trimming and dressing sides and bottom, removal of vegetation and roots, disposal of excavated material within a lead of 500 metre and lift of 1.5 metre, stacking usable material separately for re-use in filling and all incidental and consequential works, complete in all respect and as directed by the Engineer-in-Charge. |
| 3 | Excavation in trenches in hard/ dense soil not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth for shafts, cesspits, manholes, pier holes or for laying of cables and pipes etc., and getting out complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Excavation in trenches in soft/ loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth for shafts, cesspits, manholes, pier holes or for laying of cables and pipes etc., and getting out complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Excavation in trenches in any type of soil not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth for shafts, cesspits, manholes, pier holes or for laying of cables and pipes etc., and getting out complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Returning, filling in excavated soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm each complete all as specified and as directed by Engineer-in-Charge. |
| 7 | M&L for excavating in post holes (or similar holes) in Soft/ loose soil, each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus soil to a distance not exceeding 50 metre complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 9 | M&L for filling (except sand/ soil) under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge. |
| 10 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge. |
| 11 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exceeding 1.5 metre high from base complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Removing excavated soil not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Removing excavated soil not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge. |
| 14 | M&L for hardcore of broken stone of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. |
| 15 | M&L for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified as directed by Engineer-in-Charge. |
| 16 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified as directed by Engineer-in-Charge. |
| 17 | M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified as directed by Engineer-in-Charge. |
| 18 | M&L fur treating the soil under plinth protection at the rate of 5 lires of emulsion per square metre of surface area complete all as specified as directed by Engineer-in-Charge. |
| 19 | M&L for treating the soil alongwith external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified as directed by Engineer-in-Charge. |
| 20 | M&L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregates) as in foundation, sub base flooring, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 21 | M&L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregates) as in foundation, sub base flooring, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 22 | Material & Labour plain cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) as in back filling of chowkhats, as in coping, bed plates including necessary form work and weathering, slightly rounded or chamfered angles and throating complete, all as specified and as directed by Engineer-in-Charge. |
| 23 | Material & Labour plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) as in coping, bed plates including necessary form work and weathering, slightly rounded or chamfered angles and throating complete, all as specified and as directed by Engineer-in-Charge. |
| 24 | M&L for Reinforced cement concrete, Design Mix, M-30 (using 20 mm graded crushed stone aggregate), as in foundations, including footings, foundation beams, plinth beams, bases for columns, etc; basement slabs, and mass concrete or similar items complete all as specified and as directed by Engineer-in-Charge. |
| 25 | M&L for RCC M-30 (Design Mix) (using 20 mm graded stone aggregate) as in slabs supported on walls, beams, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc.; complete all as specified and as directed by Engineer-in-Charge. |
| 26 | M&L for Reinforced cement concrete, Design Mix, M-30 (using 20 mm graded crushed stone aggregate), as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed by Engineer-in-Charge. |
| 27 | M&L for Reinforced cement concrete, Design Mix, M-25 (using 20 mm graded crushed stone aggregate), as in foundations, including footings, foundation beams, plinth beams, bases for columns, etc; basement slabs, and mass concrete or similar items complete all as specified and as directed by Engineer-in-Charge. |
| 28 | M&L for RCC M-25 (Design Mix) (using 20 mm graded stone aggregate) as in slabs supported on walls, beams, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc.; complete all as specified and as directed by Engineer-in-Charge. |
| 29 | M&L for RCC M-25 (Design Mix) (using 20 mm graded stone aggregate) as in Chajjas complete all as specified and as directed by Engineer-in-Charge. |
| 30 | M&L for Reinforced cement concrete, Design Mix, M-25 (using 20 mm graded crushed stone aggregate), as in beams, cantilevers, bressummers, lintels over 1.5 metre span etc., and the like complete all as specified and as directed by Engineer-in-Charge. |
| 31 | M&L for Reinforced cement concrete, Design Mix, M-25 (using 20 mm graded crushed stone aggregate), as in columns, pillars, piers, posts and struts etc., and the like complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Supply only integral water proofing compound, ISI marked, complete all as specified and as directed. |
| 33 | Material and labour for brickwork with sub class 'B' bricks (old size bricks), class designation 75, straight or curved on plan exceeding 6 metre mean radius, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. |
| 34 | Material and labour for brickwork with sub class 'B' bricks (old size bricks), class designation 75, straight or curved on plan exceeding 6 metre mean radius, built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 35 | Material and labour for Brickwork with sub class 'B' bricks, class designation 75, straight or curved on plan to any radius in half brick thick walls in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Material and labour for brickwork with sub class 'B' bricks (modular bricks), class designation 75, straight or curved on plan exceeding 6 metre mean radius, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. |
| 37 | Material and labour for Brickwork with fly ash bricks, class designation 75, straight or curved on plan to any radius in half brick thick walls in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 38 | Cutting chases, pinning in, of brick walls or concrete surfaces, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of inserting sheets, landings, steps, sills, sunshades, shelves, lintels, etc.; for concealed water tubing, concealed conduit wiring etc., and making good, cutting not exceeding 10 cm girth complete all as specified and directed by Engineer-in-Charge. |
| 39 | Providing and laying cement grouted stone pitching upto 230mm thick on prepared and dressed slopes or beds using sound, hard, durable, angular quarry stone or boulders, free from weathering, cracks, veins and decay each stone; stones to be laid closely hand packed with longest dimension perpendicular to the slope, breaking joints, interstices packed with stone spalls and chips and all joints grouted full depth with cement mortar 1:4 ( 1 Cement: 4 coarse sand); including dressing and trimming of slope o the required profile and line, curing, scaffolding, all leads and lifts, and all incidental and consequentil works complete all respectsand as directed by the Engineer-in-charge. |
| 40 | Providing edge moulding to 18-20 mm thick granite stone of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete all as specified and as directed by Engineer-in-charge. |
| 41 | M&L for 16-18 mm thick Granite work (of any type) (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15 mm thick screed bed or bedding layer in cement mortar 1:4 all as specified and as directed by Engineer-in-Charge. |
| 42 | M&L for 16-18 mm thick Granite work (of any type) (table rubbed and polished) in urinal partition, fixed in wall by cutting groove and set in cement mortar 1:4 including pointing in white cement 1:2 using marble dust with admixture of pigment to match with granite shade with complete all as specified and as directed by Engineer-in-charge. |
| 43 | Use and waste of formwork for flat rough finished surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by Engineer-in-Charge. |
| 44 | Use and waste Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses and similar works for rough finished flat surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 45 | Use and waste Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works, not exceeding 200 mm thick (Horizontal or sloping) for rough finish surface of concrete complete all as specified and as directed by Engineer-in-charge. |
| 46 | Use and waste Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, chajjas, shelves including supports, overhangs, etc., also splays between floors and beams, etc., for rough finished flat surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 47 | Use and waste of formwork for rough finished surface of concrete columns pillars, posts, struts, piers and stanchions concrete square, rectangular or polygonal etc., complete all as specified and as directed by Engineer-in-Charge. |
| 48 | Use and waste of Formwork to edges of concrete flats and sides of RCC/ PCC bands in walls, horizontal or sloping and similar works exceeding 10 cm but not exceeding 20 cm wide for rough finished flat surfaces complete all as specified and directed by Engineer-in-Charge. |
| 49 | Supply and Fixing 35 mm thick 2nd class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and as directed by Engineer-in-Charge. |
| 50 | Supply & fixing 2nd class hard wood plain, framed, panelled door shutter (two panel) factory made, 35 mm thick, with lock rail and panel of 9 mm thick BWP commercial ply or 12 veneered particle board with commercial veneering on both faces, the size of rail and style as per IS 1003 (part-I) kiln seasoned and chemically treated complete all as specified and as directed by Engineer-in-Charge. |
| 51 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50 x 75 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately) |
| 52 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 75 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately) |
| 53 | Note for 51 & 52: 1. For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.2. Material test certificate & authentication should be provided by the manufacturing company. |
| 54 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid, plain, flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as specified and as directed by Engineer-in-Charge. |
| 55 | S&F factory made single extruded WPC (Wood Polymer Composite), solid, decorative type flush door shutter of size 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant, WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as specified and as directed by Engineer-in-Charge.(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) |
| 56 | S&F 18 mm thick solid WPC (wood polymer composite) board, interior grade, one side pre-laminated/ rigidlam with any colour and other side balancing lamination, fixed with screws as in cupboards/ kitchen/ cabinet shutter/ drawers etc., fixed with screws, solvent cement, adhesive including 20mm wide & 1mm thick PVC edge beading pasted on edges with suitable adhesive, complete all as specified and as directed by Engineer-in-Charge. |
| 57 | S&F Aluminium anodised barrel tower bolt of extruded section of size 150 mm long with stainless steel screws complete all as specified and as directed by Engineer-in-charge. |
| 58 | Supply and fixing aluminium alloy anodised sliding door bolt 300 mm long with hasp & staple (Bolt type) and fixing clips of sheet cast or extruded section of cast aluminium alloy complete all as specified and as directed by Engineer-in-charge. |
| 59 | S&F 100 mm long butt hinges, medium weight, cold rolled mild steel and fixed complete all as specified and as directed by Engineer-in-Charge. |
| 60 | Material and labour for Butt hinges, 100 mm, stainless steel with galvanised mild steel hinge pin, type C-21 complete all as specified and directed by Engineer-in-Charge. |
| 61 | Supply and fixing Continuous (piano) hinges, 30 mm width (when opened), stainless steel, bright finish or electrogalvanised including star head screws complete all as specified and as directed by Engineer-in-Charge. |
| 62 | Supply and fixing MS ordinary rat tail rod pattern springs, 300 mm size, including roller and roller plate fixed to wooden chowkhats or welded to angle iron door frames complete all as specified and as directed by Engineer-in-Charge. |
| 63 | S&F 150 mm long aluminium handles, cast type, anodized complete all as specified and as directed by Engineer-in-charge. |
| 64 | S&F 25 mm dia Curtain rod, mild steel chromium plated with fixing brackets, stops, end rollers etc. for curtain rod complete all as specified and directed by Engineer-in-charge. |
| 65 | Supplying and fixing Floor door stopper, 140 mm overall length, aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete, all as specified and as directed by the Engineer-in-Charge. |
| 66 | S&F door closer, aluminium (extruded section) body, hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg complete all as specified and directed by Engineer-in-charge. |
| 67 | S&F stainless steel wire cloth, 0.36 mm nominal dia. of wire and average width of aperture 1.40 mm fixed with tinned tacks or stainless steel wire staples including all cuttings, wastage, etc complete all as specified and as directed by Engineer-in-Charge. |
| 68 | Material and Labour for mild steel work as in hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge. |
| 69 | Supply and Fixing concertina coil 600mm dia, 56 loops, 2.5mm core wire heavy galvanized (wire 275 GSM & Strip 200 GSM) tensile strength of wire 1400-1500 N/Sqmm, weight 6-8 Kg/Coil, stretchable length 6 to 8 mm including securing or tying at crossing with and provision of galvanized mild steel wire, stapples or steel pins etc complete all as as specified and directed by Engineer-in-Charge. |
| 70 | M&L for MS Framed work such as grills, gratings, etc., with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks, framework for cabe tray and similar work conforming to Fe.290. Gde-E-165 complete all as specified and as directed by Engineer-in-Charge. |
| 71 | All as per Serial item No. 69.00 here-in-before but for ornamantal and intricate design. |
| 72 | S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end & screwed on the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nuts for 11 to 15 mm neck dia and length exceeding 5 cm and not exceeding 10 cm complete all as specified and as directed by Engineer-in-charge. |
| 73 | S&F 1.60 mm thick Mild steel, plain, black sheet as in wall cladding, steel gates and similar work fixed to steel framing with plain 40 mm lap joints with riveted or welded seams, properly welded to angle frame and cross support backside complete all as specified & directed by Engineer-in-charge. |
| 74 | M&L for Mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 75 | Supply Only Mild steel round bars 10 mm dia and over, cut to length, as fixed in chain link fencing as line wire along the length as required complete all as specified and as directed by Engineer-in-charge.Note: Rate of fixing the same shall deemed to be included in the rate quoted against fixing of chain link fencing. |
| 76 | M&L for Mild steel TMT bars 5 mm and over upto and including 10 mm dia in stirrups, spaces and binders cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engineer-in-charge. |
| 77 | S&F rolled mild Steel work Fe 410-W (Gde E- 250) quality A, in joist, channel, angle, column and beam or tee sections fixed independently, with connecting plates, angles, truss etc complete all as specified and as directed. |
| 78 | S&F MS Plates (plain or chequered) in channels, angles, square cut or notched (ordinary and counter sunk) forming holes, with rivetted, bolted or welded attachment, Fe-410-W (Gde E-250) quality- A complete all as specified and as directed by Engineer-in-Charge. |
| 79 | S&F MS rolled sections as in roof trusses (framed), trussed, purlins, rails and fastenings and bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. similar work conforming to Fe-410-W(Gde-E-250) quality B, complete all as specified and as directed by Engineer-in-Charge. |
| 80 | S&F mild steel bolts purpose made with hexagonal or square heads at one end and screwed the other, or screwed both ends each screwed and to be fitted with washers and one hexagonal or square nut bolt upto 30 cm long diameter of neck exceeding 12 mm and not excediing 20 mm dia including drilling & anchoring in existing PQC complete all as specified and as directed by Engineer-in-Charge.Note: The drilling shall be done using electrical driller and further the enchoring of screw bolt shall be done using Hilti HIT-RE 500 V4 Epoxy anchor (dia and depth of drill as per manufacturer instruction as per direction. |
| 81 | S&F mild steel framed work as in doors or gates of angle or other section with gusset plate, rail, braces etc., complete, prepared for hanging or sliding with and including either hook or hinges and hanging fastening and fixing complete conforming to Fe 410W (Gde E-250) quality A, complete all as specified and as directed by Engineer-in-charge. |
| 82 | Supply only chain link fencing of any type and size of dia not exceeding 3.00 mm galvanized steel wire, size of mesh as approved, complete all as specified and as directed by Engineer-in-charge.Note: Unit weight (weight per sqm) of chain link fencing shall be ascertained as per site through a BOO convened by GE in presence of Contractor's authorised rep and shall be kept in record. |
| 83 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire complete all as specified and as directed by Engineer-in-Charge. |
| 84 | S&F Galvanised 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed by Engineer-in-charge. |
| 85 | S&F of pressed steel frame for doors with single rebates of size 125 x 60 mm made with steel sheet of 1.25 mm thickness in and including necessary fixing lugs, hinges, lock strike including filling of cement concrete 1:3:6, type C-1 in frame complete all as specified and as directed by Engineer-in-Charge. |
| 86 | Supply and fixing powder coated aluminium sections as in shutter of doors/ window/ ventilators/ partitions (Sliding/ openable/ three track) including joining cleats, glazing clips, rubber neoprene beading, powder coated aluminim snap beading, screws etc. complete all as specified and as directed by Engineer-in-Charge.Note : (i) Minimum thickness of powder coating shall not be less than 50 micron.(ii) Weight of aluminum section only shall be measuerd and paid. Weight of Aluminium section shall be ascertained by the BOO convened by the GE.(iii) Aluminum doors/ windows/ ventilators to be fixed to jambs with chromium plated screws.(iv) The rate shall be inclusive of neoprene beadings, snap beading, screws, locking, rolling in case of sliding shutters etc. Weight of fitting fixtures will not be measured for arriving the weight of aluminum section.(v) Glass/ wooden panel/ ACP sheet shall be measured and paid separately under respective items.(vi) Design as directed by Engineer-in-charge. |
| 87 | Supply and fixing Powder coated aluminium work (minimum thickness of powder coating 50 micron) as in frame for doors, windows, ventilators and partitions (Fixed portions) 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 architectural drawings and the directions of Engineer-in-Charge.Note:- Weight of Aluminium section shall be ascertained by the BOO convened by the GE. |
| 88 | Providing & fixing Anodised aluminium snap grid frame work for false ceiling, size of grid 605 x 605 mm complete all as specified as directed by Engineer-in Charge. |
| 89 | S&F Hangers 4 mm dia (up to1200 mm length) adjusting level fixed to roof slabs by means of ceilings cleats madeout of GI flat 40 x 3mm size 60 mm long and expansion hold fastenres 12.5 mm dia 40 mm long complete all as specified and as directed by Engineer-in-Charge. |
| 90 | S&F 6mm thick calcium silicate board of siliceous and calcareous material reinforced with cellulose fibre for fixing in 600 mm x 600mm grid (Frame work for ceiling shall be measured and paid separately) complete all as specified and as directed by Engineer-in-Charge. |
| 91 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws including necessary scaffolding as required complete all as specified and as directed by the Engineer-in-Charge. |
| 92 | S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof/ chajja covering/ cladding to wall/ gates, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge. |
| 93 | M&L for wire brushing and cleaning top surfaces of tiles, lime terracing or cement concrete including flashing and junction of parapets etc., and surface painting with a layer of blown bitumen of any panetration applied hot @ 1.70 Kg per Sqm, blended with grit or pea size gravel @ 0.006 cum and lightly tampered (area of flashing etc., shall be added to the roof area) and APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3 mm thick reinforced with polyester non woven fabric (weight not less than 150 gms/sqm) laid on primed surface by torch application and applying two coats of bituminous based aluminium paint @ 0.20 Kg/sqm over exposed APP sheet complete all as specified and as directed by Engineer-in-Charge. |
| 94 | M&L 10mm thick Plastering on roof in CM 1:4 mixed with WPC and Applying oil bound bitumen primer @ 1.50 Kg/Sqm and providing 3 mm thick APP modified water proofing membrane weighing 3.0 kg/sqm reinforced with non woven polyester matt weighing not less than 150 gm /sqm having softening point not less than 140 centigrate, having tensile strength of 650N/sqm and 350 N/sqm in longitudinal and transverse directions respectively of the reinforced tearing strength of 180N by torch application with minimum 10cm side overlap and 15cm end lap, applying a coat of blown grade hot bitumen 90/15 over the membrane @ 1.2 Kg /Sqm top of membrane surface shall then be finished with solar reflective bituminious aluminium paint @ 0.10 Kg/Sqm complete all as directed. |
| 95 | Material and labour for Granite tiles, 18 to 20 mm thick, machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding, polishing complete, laid over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 96 | Material & Labour for 75 mm thick plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in sub base complete all as specified and as directed by Engineer-in-Charge. |
| 97 | M&L for 25 mm thick cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregates) as in sub base of floor as in level course, rough finish complete all as specified and directed by Engineer-in-Charge. |
| 98 | Material & Labour for 75 mm thick PCC 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in plinth protection, laid in panels including finishing the top surfaces even and smooth without using extra cement including joint filling with sealing compound complete all as specified and as directed by Engineer-in-Charge. |
| 99 | M&L for Glazed ceramic coloured tiles in vertical surfaces of size 300 x 450 x 7 mm, set and jointed in neat cement slurry over 10 mm thick rendering in Cement Mortar 1:4 for receiving the tiles complete all as specified and as directed by Engineer-in-charge. |
| 100 | Material and labour for non skid, first quality ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area or each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 101 | Material and labour for non skid, first quality ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area or each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 102 | M&L for vitrified ceramic, light shade, coloured tiles, 8-9 mm thick (square/ rectangular), area of each tile exceeding 0.42 sqm but not exceeding 1.00 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 103 | All as per Serial item No. 101.00 here-in-before but as in skirting/ dado and with rendering 10 mm thick as backing coat complete all as specified and as directed. |
| 104 | M&L for vitrified ceramic, dark shade, coloured tiles, 8-9 mm thick (square/ rectangular), area of each tile exceeding 0.36 sqm but not exceeding 1.00 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 15 mm thick cement and sand screed 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 105 | M&L for Rendering 15 mm thick in cement mortar 1:6 on brick work or concrete wall surfaces, finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 106 | M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces including mixing with WPC and finishing the surfaces fair and even complete all as specified and as directed by Engineer-in-Charge. (Note: water proofing compound shall be measured and paid for separately) |
| 107 | M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces and finishing the surfaces even and smooth complete all as specified and as directed by Engineer-in-Charge. |
| 108 | M&L for rendering 5 mm thick in cement mortar 1:3 as on ceiling surfaces and making surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 109 | M&L for rendering 10 mm thick in cement mortar 1:3 on ceiling surfaces, finished even and smooth without using extra cement complete all as specified and as directed. |
| 110 | M&L for rendering 10 mm thick in cement mortar 1:4 mixed with liquid water proofing compound as per manufacturer's instructions on concrete/ brick surfaces finished even and smooth without using extra cement complete all as directed (WPC to be measured and paid separately) complete all as specified and as directed by Engineer-in-Charge. |
| 111 | M&L for preparation of newly plastered surface of walls and applying two coats of oil bound distemper over a coat of primer complete all as specified and as directed by Engineer-in-Charge. |
| 112 | M&L for Preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge. |
| 113 | M&L for preparation of newly plastered or untreated wall surfaces including cornices, pilasters and other wall features etc., by applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @0.90 litre/ 10 sqm complete all as specified and as directed by Engineer-in-Charge. |
| 114 | S&F 4.00 mm thick sheet glass, ordinary quality and size in squares not exceeding 0.5 sqm in each pane including glazing with oil putty complete all as specified and as directed by Engineer-in-Charge. |
| 115 | S&F 4.00 mm thick figured glass, pin head type, size in squares not exceeding 0.5 sqm in each pane including glazing with oil putty complete all as specified and as directed by Engineer-in-Charge. |
| 116 | M&L for preparation of new wooden surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-charge. |
| 117 | Material & labour for preparation of new steel or iron surfaces of any description, not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge. |
| 118 | Supply and fixing 20 mm bore tubes, “medium grade”, galvanized iron, with and including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge. |
| 119 | Supply and fixing 15 mm bore tubes, “medium grade”, galvanized iron, with and including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge. |
| 120 | S&F Rotational moulded PVC, Triple layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position all as specified in SSR Part I, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc., and including 20 mm size Ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe complete all as specified and as directed by Engineer-in-Charge. |
| 121 | S&F 15 mm bore urinal valve, auto closing system (push cock), brass, CP, with built in control & wall flange screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. |
| 122 | S&F Bib tap, brass, chromium plated, fancy type, chromium plated, cast copper alloy, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe, complete all as specified and as directed by Engineer-in-charge. |
| 123 | S&F 15 mm bore, brass, chromium plated, Central Hole wash basin mixer (swan neck), suitable for 15 mm bore pipe for mixing Hot and Cold water, screwed down for iron pipes complete all as specified and directed by Engineer–in-Charge. |
| 124 | S&F Brass, Chromium plated, wall mixer, suitable for 15 mm bore pipe for mixing hot & cold water, screwed down for iron pipe and fixed with connecting legs and wall flanges complete all as specified and as directed. |
| 125 | S&F 15 mm bore angle/ stop valves, cast copper alloy, chromium plated, screwed dowm, high pressure, with crutch or butterfly handle , screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer-in-charge. |
| 126 | S&F Stop valve/ Angle valve, fancy type, cast copper alloy, chromium plated, screwed down, high pressure with capstan heads screwed both ends for iron pipe or for union and fixed suitable for 15 mm bore pipe complete all as specified and directed by Engineer-in-Charge. |
| 127 | S&F concealed stop cock, cast copper alloy, fancy type, chromium plated with long shank and cup, screwed down, high pressure, screwed both ends for iron pipe or for union, suitable for 15 mm bore pipe and fixed, complete all as specified and as directed by Engineer-in-Charge. |
| 128 | S&F gun metal, globe or gate valves, with iron wheel head, screwed down, high pressure, heavy duty, ISI marked, screwed both ends for iron pipe or for union, suitable for 40 mm bore pipe, complete all as specified and as directed by Engineer-in-Charge. |
| 129 | S&F gun metal, globe or gate valves, with iron wheel head, screwed down, high pressure, heavy duty, ISI marked, screwed both ends for iron pipe or for union, suitable for 25 mm bore pipe, complete all as specified and as directed by Engineer-in-Charge. |
| 130 | S&F gun metal, globe or gate valves, with iron wheel head, screwed down, high pressure, heavy duty, ISI marked, screwed both ends for iron pipe or for union, suitable for 20 mm bore pipe, complete all as specified and as directed by Engineer-in-Charge. |
| 131 | S&F gun metal, globe or gate valves, with iron wheel head, screwed down, high pressure, heavy duty, ISI marked, screwed both ends for iron pipe or for union, suitable for 15 mm bore pipe, complete all as specified and as directed by Engineer-in-Charge. |
| 132 | Supply and fixing towel ring of PTMT, fixed with and including chromium plated screws with pvc rawl plugs complete all as specified and as directed by Engineer-in-Charge. |
| 133 | Supply and fixing Urinal spreader of PTMT, any colour for fixing with 15 mm dia pipe (Minimum weight 60gms) complete all as specified and as directed by Engineer-in-charge. |
| 134 | S&F PVC connection 15 mm size with PTMT nuts of length 450 mm long fixed complete all as specified and as directed by Engineer-in-Charge. |
| 135 | S&F PVC (SWR) pipes, 75 mm bore, single socketed, in any length with rubber ring joints, of pressure rating 6 kgf/cm2, laid in trenches or in floors as required complete all as specified and as directed by Engineer-in-Charge. |
| 136 | S&F PVC (SWR) pipes, 110 mm bore, single socketed, in any length with rubber ring joints, of pressure rating 6 kgf/cm2, laid in trenches or in floors as required complete all as specified and as directed by Engineer-in-Charge. |
| 137 | Supply and fixing PVC (SWR) pipes, 75 mm bore, single socketed, in any length with rubber ring joints, of pressure rating 6 kgf/cm2, fixed to walls with MS/ GI clamps made out of flat iron of size 25 mm x 3 mm including nuts bolts etc., complete all as specified and as directed by Engineer-in-Charge. |
| 138 | Supply and fixing PVC (SWR) pipes, 110 mm bore, single socketed, in any length with rubber ring joints, of pressure rating 6 kgf/cm2, fixed to walls with MS/ GI clamps made out of flat iron of size 25 mm x 3 mm including nuts bolts etc., complete all as specified and as directed by Engineer-in-Charge. |
| 139 | Supply and fixing 75 mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engineer-in-charge. |
| 140 | Supply and fixing 110 mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engineer-in-charge. |
| 141 | Supply and fixing 75 mm bore PVC (SWR) bends of any radius with access door complete all as specified and directed by Engineer-in-charge. |
| 142 | Supply and fixing 110 mm bore PVC (SWR) bends of any radius with access door complete all as specified and directed by Engineer-in-charge. |
| 143 | M&L for PVC (SWR) floor trap, 110 mm bore with grating including jointing to waste pipe with solvent cement and fixed in cement concrete 1:2:4, type B-1 complete all as specified and as directed by Engineer-in-Charge. |
| 144 | M&L for PVC (SWR) floor trap, 75 mm bore with grating including jointing to waste pipe fixed in cement concrete 1:2:4, type B-1 complete all as specified and as directed by Engineer-in-Charge. |
| 145 | Providing and fixing weep holes in stone pitching using 100mm nominal dia PVC pipe conforming to IS 4985 of length equal to the full thickness of the structure, laid to a slope not less than 1 in 20 towards the exposed face, embedded and fixed in position at the time of construction, projecting 25mm beyond the finished face, including cutting the pipe to the required length, sealing the annular space around the pipe, providing a filter pocket behind each weep hole of size not less than 300 x 300 x 300mm filled with graded granular filter material or wrapped in non-woven geotextile of not less than 200 gsm, providing a mosquito-proof mesh or grating at the outlet and all incidental and consequential works, complete in all respects and as directed by the Engineer-in-Charge. |
| 146 | M&L for concrete bed to drain pipes, 200 mm Bore, including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) complete all as specified and as directed by Engineer-in-Charge. |
| 147 | M&L for concrete bed to drain pipes, 200 mm Bore, including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) complete all as specified and as directed by Engineer-in-Charge. |
| 148 | M&L for salt glazed stone ware drain pipe laid in trenches and jointed all as specified (internal dia of pipe 200 mm bore pipe) complete all as specified and as directed by Engineer-in-Charge. |
| 149 | S&F Reinforced concrete pipes, class NP-2, 200 mm bore pipe, laid and jointed complete with collars per length of pipe complete all as specified and as directed by Engineer-in-Charge. |
| 150 | S&F Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) but including pvc seat cover, 'P' or 'S' trap and making good to floor complete all as specified and directed by Engineer–in-Charge. |
| 151 | S&F Vitreous china squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe), including 'P' or 'S' trap including fixing in concrete complete all as specified and directed by Engineer–in-Charge. |
| 152 | S&F vitreous china urinal, half stall type, white with grating and union for discharge pipe, fixing PVC connection & waste pipe complete to walls complete all as specified and directed by Engineer-in-Charge. |
| 153 | Supply and fixing Shower rose, brass chromium plated, with or without swivel joints, 125 mm size including fixing to steel pipe or union complete all as specified and directed by Engineer-in-Charge. |
| 154 | S&F PVC valveless, syphonic action type flushing cistern of 10 litre capacity, low level, white with inlet ball valve, float and handle including brackets complete all as specified and as directed by Engineer-in-Charge. |
| 155 | S&F Counter top wash basin, snow white colour and size of 560 mm x 470 mm x 190 mm, including brackets, 32 mm dia brass chromium plated waste coupling & waste pipe complete all as specified and as directed by Engineer-in-Charge. |
| 156 | Supply and fixing vitreous china wash hand basin, white, angle back, size 600 x 480 mm with padestal including CI brackets of suitable size, including cutting in wall and pinning in ends complete all as specified and directed by Engineer-in-Charge. |
| 157 | S&F bevelled edge mirror, size 600 mm x 450 mm of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood & fixed to wooden plugs with CP brass screws & cup washers complete all as specified and directed by Engineer-in-charge. |
| 158 | Supply and fixing bevelled edge mirror of selected quality glass of 5 mm thick each and of any size as ordered, including providing 04 Nos holes at corner, fixed with 4 Nos of 3 inch screws and rawl plugs including 4 Nos good quality SS Cap (on screw head) etc., complete all as specified and directed by Engineer-in-charge. |
| 159 | Supply and fixing Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and directed by Engineer-in-charge. |
| 160 | Supply and fixing factory-made Precast RCC (Reinforced Cement Concrete) manhole or drain covers of size 600 mm x 600 mm x 75 mm, cast in concrete mix 1:1.5:3, type A-1 (using 20 mm grade stone aggregates) with plain, smooth faces including all steel reinforcement as per manufacturer's instruction and provn of lifting hooks complete all as specified and directed by the Engineer-in-Charge. |
| 161 | S&F factory-made Fiber Reinforced Plastic (FRP) septic tank, 5 Kilolitre (5000 L) capacity with internal settling compartments conforming to IS 2470 (latest revision). The tank shall measure 2500mm x 2000mm x 1000mm, feature a heavy-duty multi-layered underground sewage grade wall construction in white/green color, and come complete with 110mm inlet/outlet sockets and a 50mm vent pipe connection, complete all as specified and directed. |
| 162 | M&L FRP Soak pit tank 5KL with or without compartment as per IS 2470 latest, Dimension: 2500mm X 2000mm X 1000mm, Color White/ Green, multilayered for underground sewage with inlet/outlet: 110mm, vent pipe of 50mm complete all as specified & directed. |
| 163 | Material and labour for point wiring with approved colour code multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade, two run of single core cable for phase & neutral and one run of single core multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade for earth continuity conductor to common earth and connected to earth dolly drawn in and including concealed non metallic rigid PVC conduit (heavy duty) of suitable size/ bore with all fittings terminated on and including new modular GI metal sunken box of thickness not less than 1.2 mm and suitable size of frame, cover for mounting modular switch, socket and regulator fixed on surface flush with wall, for One light point controlled by one switch or one fan point controlled by one switch & fan regulator, complete all as specified and as directed by Engineer-in-Charge. |
| 164 | All as per serial item No. 162.00 here-in-before but for socket outlet 3 pin 5 Amps on same board complete all as specified and as directed by Engineer-in-Charge. |
| 165 | All as per serial item No. 162.00 here-in-before but for one socket outlet 3/ 5 pin, 5 Amps on independent board complete all as specified and as directed by Engineer-in-Charge. |
| 166 | All as per serial item No. 162.00 here-in-before but for one socket outlet 3/5 pin, 15 Amps on independent board size of cable 2.5 sqmm for phase, neutral & 2.5 sqmm as earth wire complete all as specified and as directed by Engineer-in-Charge. |
| 167 | S&F modular switch, one way, 6 Amps, one module, 230 volts, complete all as specified and as directed by Engineer-in-Charge. |
| 168 | S&F modular switch, one way, 16 Amps, one module, 230 volts, complete all as specified and as directed by Engineer-in-Charge. |
| 169 | S&F Modular socket outlet, 2 in 1, 3 pin 6 Amps, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge. |
| 170 | S&F Socket outlet modular type, multipurpose, 3/5 pin, two module, 6/16 Amps complete all as specified and as directed by Engineer-in-Charge. |
| 171 | S&F Ceiling rose 3 pin, 230 volts, PVC polycarbonate insulated body complete all as specified and as directed by Engineer-in-Charge. |
| 172 | S&F Modular fan step regulator, 120 watts, 2 module complete all as specified and as directed by Engineer-in-Charge. |
| 173 | S&F Lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittings complete all as specified and as directed by Engineer-in-Charge. |
| 174 | Supply & Fixing LED Lamp, 9 watts, B-22 type complete all as specified and as directed by Engineer-in-Charge. |
| 175 | Supply and fixing LED light fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light and connecting up with and including three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-Charge. |
| 176 | Supply and fixing LED light fitting, mirror type with high output diffuser, 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp and connecting up with and including three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge. |
| 177 | S&F LED light fitting 1x 9W/ 1x 10W bulkhead luminaries including LED light driver, efficiency not less than 110 lm/watt and CRI>80 connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-Charge. |
| 178 | M&L for Sub main wiring with 2 runs of 1.50 sqmm, single core FRLSH, PVC insulated & unsheathed cable conforming to IS-694, 1100 volts with copper conductor multi stranded drawn in and including non metallic PVC conduit (Concealed) of appropriate dia with all accessories such as Tees, Elbows, junction box, reducers etc as requied alongwith one run of 1.50 sqmm single core FRLSH PVC insulated & unsheathed copper conductor as continous earth wire dolly and connecting to existing main switch board/ distribution board including Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 for concealed conduit wiring, etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed by Engineer-in-charge. |
| 179 | M&L for Sub main wiring with 2 runs of 6.0 sqmm, single core FRLSH, PVC insulated & unsheathed cable conforming to IS-694, 1100 volts with copper conductor multi stranded drawn in and including non metallic PVC conduit (Concealed) of appropriate dia with all accessories such as Tees, Elbows, junction box, reducers etc as requied alongwith one run of 6.0 sqmm single core FRLSH PVC insulated & unsheathed copper conductor as continous earth wire dolly and connecting to existing main switch board/ distribution board including Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 for concealed conduit wiring, etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed by Engineer-in-charge. |
| 180 | M&L for Sub main wiring with 2 runs of 10.0 sqmm, single core FRLSH, PVC insulated & unsheathed cable conforming to IS-694, 1100 volts with copper conductor multi stranded drawn in and including non metallic PVC conduit (Concealed) of appropriate dia with all accessories such as Tees, Elbows, junction box, reducers etc as requied alongwith one run of 10.0 sqmm single core FRLSH PVC insulated & unsheathed copper conductor as continous earth wire dolly and connecting to existing main switch board/ distribution board including Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 for concealed conduit wiring, etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed by Engineer-in-charge. |
| 181 | M&L for Sub main wiring with 4 runs of 16.0 sqmm, single core FRLSH, PVC insulated & unsheathed cable conforming to IS-694, 1100 volts with copper conductor multi stranded drawn in and including non metallic PVC conduit (Concealed) of appropriate dia with all accessories such as Tees, Elbows, junction box, reducers etc as requied alongwith one run of 16.0 sqmm single core FRLSH PVC insulated & unsheathed copper conductor as continous earth wire dolly and connecting to existing main switch board/ distribution board including Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 for concealed conduit wiring, etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
| 182 | M&L for Sub main wiring with 4 runs of 16.0 sqmm, single core FRLSH, PVC insulated & unsheathed cable conforming to IS-694, 1100 volts with copper conductor multi stranded drawn in and including non metallic PVC conduit (Concealed) of appropriate dia with all accessories such as Tees, Elbows, junction box, reducers etc as requied alongwith one run of 16.0 sqmm single core FRLSH PVC insulated & unsheathed copper conductor as continous earth wire dolly and connecting to existing main switch board/ distribution board including Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 for concealed conduit wiring, etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysNov 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 28 daysTender Documents
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