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| 1 | CIVIL WORKS Earthwork in open/ Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sqm on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. |
| 2 | Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 50 metres, etc., all complete as per specifications and as directed. |
| 3 | All kinds of soil upto 1.50mtr depth |
| 4 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth |
| 5 | Excavating trenches of required width by mechanical means (Hydraulic excavator)/ manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth,consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 50m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specification. |
| 6 | Filling available selected excavatedearth (excluding rock) in trenches, plinth, sides of foundation etc., in layer not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, lead upto 200 m and lift upto 1.5m etc., all complete as per specification. |
| 7 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. |
| 8 | Clearing heavy jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level, removal of rubbish upto a distance of 60m outside the periphery of the area cleared, cutting and stacking the useful fire wood if any within an initial lead of 100 mtrs etc., all complete as per specification and as directed by Engineer-In-Charge. |
| 9 | Cutting and felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks,branches, removing the roots, stacking of serviceable materials and disposal of unserviceable materials within a lead of 200m including filling the pits and depression with excavated earth,etc., all as directed by Engineer-In-Charge. |
| 10 | Beyond 300mm girth upto and including 600mm girth. |
| 11 | Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directedby the Engineer-in-Charge.Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements.2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. |
| 12 | Upto 1 Km or part thereof |
| 13 | Providing Pre-Construction Anti-termite Treatment using Chlorpyriphos E.C 20% with 1 % concentration or other approved chemical as detailed below including cost of chemicals, labour and all other incidental charges for entire ground floor area of building and injecting termicide emulsion to the soil in contact with the foundation along the perimeter of both internal and external walls, etc., all as per IS: 6313 (Part-2). 1) Top surface of consolidated earth within plinth walls shall be treated with chemical emulsion @ 5 Ltr/Sq.m of the surface before the sand bed or sub-grade is laid. 2) Treatment along the external perimeter and internal perimeter at junction of the wall and the floor of the building shall be treated with chemical emulsion @ 7.5 Ltr/Sq.m, to facilitate this holes shall be provided @ 150mm apart upto GL for inner side and upto 300mm below GL for external perimeter. 3) The entire treatment shall be done as per the specifications and instructions of the termicide Manufacturer and as directed by the Department. 4) The treatment should be done by an agency specialized in the job having sufficient knowledge of anti termite treatment. 5) Five years guarantee from the date of completion of maintenance period shall be given by the contractor in the prescribed format of the department for the above anti-termite treatment work. |
| 14 | Providing and laying in position of plain cement concrete using hard granite broken stone in foundations, trenches etc. including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. |
| 15 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) |
| 16 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) |
| 17 | Providing and laying 100mm thick Base course under the flooring with cement concrete 1 : 3 : 6 using 25mm size hard broken stone including consolidation, formwork, curing etc., complete as per specifications. |
| 18 | Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes such as circular works, chamfers, splays, etc., using Steel / Plywood shuttering including centering, scaffolding, strutting, propping with necessary bracing in all areas, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, de-shuttering after specified curing period, etc., all complete as per drawings and specifications.[Note : Measurement for the formwork shall be the area of forms in contact with concrete surfaces. Stop boards for construction joints will not be measured separately for payment. Centering and shuttering where exceeding 3.5m height in one floor shall be measured and paid for separately.] |
| 19 | For Plain Surfaces at all levels |
| 20 | Providing and casting insitu Reinforced Cement Concrete of the following grades of design mix by Weigh batching using machine crushed hard broken granite stone of nominal size 20mm including cost of admixtures in recommended proportion wherever required, mechanical mixing, transporting, placing at all lifts, vibrating, consolidation, curing, finishing smooth all exposed faces, for all insitu concreteitems, etc., as per drawings and specifications.Note :1) The rate quoted shall be exclusive of reinforcement and formwork which will be paid for separately under relevant items.2) The rate of concrete shall include the cost of admixture in recommended proportions as per IS 9103 as per direction of Engineer-in-charge.3) Cement proportion for Concrete Mix shall be on the basis of weigh batching only as per design mix.4) The cost towards any upward / downward variation required to obtain the specified strength over the minimum cement content will be paid for or deducted at the rate specified in Schedule \"F\". |
| 21 | M 30 Grade Concrete(The Cement content considered is 370 Kg per Cu.m)- Upto FFL |
| 22 | M 30 Grade Concrete(The Cement content considered is 370 Kg per cu.m) - above FFL and upto floor V |
| 23 | Providing, cutting, bending, placing and binding Steel reinforcement using TMT bars of Fe-500D grade in all reinforced cement concrete works including cutting, bending,fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire, cost of cover blocks in C.M 1:2, etc., complete as per specifications and drawings. ImportantNote: The required quantity of steel reinforcement as mentioned in the schedule should be procured by the contractor only of SAIL, Rashtriya Ispat Nigam Limited (VIZAG), TATA Steel & JINDAL from authorised dealers which shall conform to IS: 1786 (Latest Edition). |
| 24 | Providing, hoisting and fixing in position of Exhaust fan Hoods as per drawings and specifications using cement concrete 1:1.5:3 using hard broken stones of maximum size 20mm finished smooth of various sizes and patterns, including necessary formwork and moulds, mechanical mixing, finishing the exposed surface, curing, fixing at all levels, grouting with CM / Cement grout wherever required, etc., all completeexcluding cost of reinforcement which will be measured separately under relevant item but including formwork complete. |
| 25 | Providing and laying Random Rubble masonry at all levels using hard granite stones retrievedRR stone from dismantling RR masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) including collecting, cleaning the old mortar, sunk/flush points in CM 1:3, in foundation and plinth obtained from approved quarry includingbond stones of 2 Nos/Sq.m at 1.5 to 1.8 mtrs apart, raking out joints, curing, etc., all as per standard specification.(Note: Required quantity of RR Stone will be supplyed by department at free of cost.) |
| 26 | Providing and constructing brick masonry at all lifts in cement mortar 1:5 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additives (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continues curing for specified period, etc., all complete as per specifications and drawings. |
| 27 | Upto FFL |
| 28 | Above FFL |
| 29 | Supplying, fabricating and fixing Steel Grills of required pattern and size for Windows/Ventilators, Staircase Hand Rails, etc., fixed to openings/wooden frames at site, comprising of MS square bars / MS rounds / MS flats, etc., including fixing with necessary wood screws for fixing grills / by welding in steel windows, painting with two coats of anti corrosive paint of approved colour and make over a coat of red oxide zinc chromate primer/ zinc phosphate primer, etc., all completed as per specification.[Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment\"s for fixing the steel works.] |
| 30 | Supplying, fabricating and fixing Steel work welded in built up sections and framed work at all lifts comprising Chequered plates, MS angles, other structural steel sections, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting exposed faces with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer / zinc phosphate primer, embedding with Cement concrete, if necessary, etc., all complete as per specifications and drawings.[Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment\"s for fixing the steel works. ] |
| 31 | InStair case, Trench cover etc., using of 6 mm thick or more Chequered plates wherever required. |
| 32 | Supplying, fabricating and fixing of EPs, Structural Steel work and pipe sleeves etc., at all lifts comprising MS angles, MS plates, tees flats, rounds, squares, other structural steel sections, pipe sleeves and pipes of various sizes, IS channels, IS beams, square rods, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting exposed faces with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer / zinc phosphate primer, embedding with Cement concrete, etc. complete all as per specifications and drawings.Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment\"s for fixing the steel works. |
| 33 | Supplying, fitting, fixing in position of 5mm thickness plain/grounded glass of \"Saint Gobain\" or approved equivalent make for doors, partition, windows, fixed glazing, louvers, etc., including fixing withputty,TW beading, neoprene gasket, etc., all complete as per drawing and specifications. |
| 34 | Providing and fixing Dual Reflective Sun Control Film of Garware or approved equivalent make over the existing windows including cleaning the glass, pasting the films over glass without void / air gaps using approved adhesive, cleaning, etc., all complete as per manufacturer specification and as directed by Engineer-In-Charge. |
| 35 | Supplying, fabricating and fixing weld mesh panel of required size for windows, ventilators, etc., by using 25mmx25mm square aparture weld mesh made by steel wire dia not less than 3mm including the cost of welding, screws for fixing necessary fittings and fixers, painting with two coats of anti corrosive paint of approved colour and make over a coat of zinc chromate primer, etc., all completed as per specification. Note: The mild steel rolled section like angles, flat required to fabricate the weld mesh panel will be paid separately under the relevant item. |
| 36 | Providing and fixing in position Aluminium partitions, doors, windows, ventilators, louvers,fixed glazing, sliding windows north light glazing, sliding shutter \"E\" Channel, trellis, etc., using heavy duty standard anodized aluminium extruded sections, anodized aluminium sheets as per relevant IS code of \"JINDAL\" or approved equivalent make including pivots, approved door and window handles, door stopper, EPDM gasket, neoprene gasket lining, stainless steel screw, mastic filling, weather strips, washers, reinforcing the door shutters at top and bottom with MS rod threaded and fixed to vertical members, etc., as required and as per drawing etc., all complete at all heights and as directed by the Engineer in charge.Note:-1. Payment shall be made on the basis of weight of aluminium members/section fabricated and actually installed in position without extra allowance for wastage no extra payment shall be made for non-aluminium consumable items like screws, gasket, weather strips PVC/Neoprene lining, sliding wheels for windows, in built tower bolt, reinforcing rods, etc.,2. Glazing, particle boards, Aluminium grills, mesh etc., will be paid separately under relevant items.3. All fittings except under Note-1 will be paid separately under relevant item and the fittings shall be of matching colour anodized aluminium sections. 4. The aluminium section shall be smooth, rust free, straight, mitered and jointed mechanically wherever required cleat angles at no extra cost.5. The aluminium section shall be anodized with \"MATT FINISH\" (15 micron thick) finishing and of approved shade/colour with the approval of Engineer-In-Charge. |
| 37 | Supplying, fabricating bending and fixing the position of AISI 304 grade stainless steel section for hand railing/hanger rodsmade of Hollow tubes, channels, plates, etc., of required size including butt / mitre welding,grinding, buffing, polishing, making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete,fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement, drilling holes in floor/walls embedding/ grouting with suitable grouting materials, etc., all complete as per drawing and specification and as directed by Engineer-In-Charge.Note:- 1) The stainless steel tubular pipe/ section shall conform to ASTM A554/A312. 2) All welding joint shall conform to V groove joint and joint shall be ground finish.3) There shall not be any spatter or imperfection on the pipe and the pipe surface shall be ground and smooth.4) External surface of SS pipe shall be buffed to mirror finish. 5. The rate shall be inclusive of providing ball joiners, flush joiners, base plate/flanges, cover plate, end caps epoxy glue, round face/square face glass connecters for fixing etched colour glass if any of required size with gaskets including curved railings where ever required cost of screws, weld etc.,6. The entire pattern of stainless steel hand railing work/pattern including fixing of etched glass, if any in the hand rail shall be got approval by Engineer in charge/Architect before execution.7. Only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc., for payment purpose. |
| 38 | Supplying, erection in position rolling shutter including assembling fitting and fixing standard steel rolling shutters of partly louvered, the shutter shall be of pull and push type conforming to IS:6248 with all accessories such as slide guide channel with stiffeners, bracket, plate, Pulley, U-clamp, Spring and pipe shaft, lock plate, pulling hook, sliding lock, roller ball bearings, curtain shall be built up of interlocking MS lathe section formed from cold-rolled steel strips of 1.20mm thickness and 75mm wide, gear, pulling hook handle with necessary fittings and locking arrangements on both ends including 1.25mm thick MS hood cover, galvanising the lathe section, guide rails, bottom plate, hood cover, bracket plate and suspension shaft, painting two coats of anti-corrosive paint of approved colour and make over a coat of red oxide zinc chromate primer / zinc phosphate primer, etc., all complete as per specification, drawing, and as directed by the Engineer for various structural openings. (Note: Actual area of opening only shall be measured and paid). |
| 39 | Providing and fixing Sliding window latch for sliding windows of make EBCO or other approved make including fixing with necessary screws as directed by the Engineer-in-charge. |
| 40 | Providing and laying Indian Patent Stone (IPS) flooring 40 mm thick with cement concrete of mix 1:2:4 (1 part cement : 2 parts coarse sand : 4 parts graded stone aggregate), using 20 mm and 10 mm size hard broken stone aggregates, finished with a floating coat of neat cement, including laying in panels, applying cement slurry, compacting, curing, rubbing the surface smooth, and finishing with a power trowel machine etc., all complete as per specifications and as directed by Engineer - in - charge. |
| 41 | Providing and fixing glass strips in joints of terrazzo / IPS flooring using 40/20mm wide & 4mm thick glass strips including grinding the top surface smooth to match with the floor, etc., complete as per specifications. |
| 42 | Providing and laying Cementitious water proofing treatment system comprising of bond coat, top screed concrete including preparation of surface by chipping/dismantling the existing loose surfaces cleaning the surface by washing throughout, filling the cracks using approved crack fillers, injection/ grouting the cracks where ever required with cement slurry using suitable water proofing admixtures, applying bond coat, finishing the top with 20mm thick IPS flooring with water proofing admixtures, leak test, curing, etc., all completeas perspecifications and as directed by the Engineer-in-Charge.Note:-i) This treatment should be done by an agency specialized in the job having sufficient knowledge of waterproofing treatment, authorized trained applicator should be used and certificate should be submitted before commence the work. ii)This work shall be executed at inaccessible terrace at a height of upto 11m. Aluminium mobile tower scaffolding having double width platform with stairway as directed by EIC shall be provided by the contractor to access the working area during execution of work.iii)Five years guarantee from the date of completion of maintenance period shall be given by the contractor in the prescribed format of the department for the workmanship and the materials provided. |
| 43 | Plastering the ceiling / exposed surfaces of concrete with CM 1:3; 6mm thick to make the surface uniform, free from undulations and imperfections including hacking pock marking of surfaces with pointed tool, scaffolding, curing at all lifts etc., all complete as per specifications and as directed by Engineer-incharge. |
| 44 | Plastering with Cement Mortar 1:5, 12mm thick for brickwork / Concrete on internal faces at all lifts including scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed by the Engineer-incharge. [Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement] |
| 45 | Plastering with Cement Mortar 1:5, 12mm thick for brickwork / Concrete on its external faces at all lifts includingadding admixtures of approved make, scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed by the Engineer-incharge.[Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement] |
| 46 | Providing Raised Cement Mortar bands with plain cement mortar 1:3 for elevational purpose over parapet, sunshade, RCC drop, etc., at all levels including hacking pock marking of concrete surfaces with pointed tool, scaffolding, curing and forming grooves wherever necessary, etc., all complete as per drawing & specifications and as directed by Engineer-In-Charge.(Note : Rate shall be quoted for 1 mtr long and 1 cm wide band.Length will be measured in running metres, width of the band will be measured in CM and the quantity shall be calculated in metre-cm units) |
| 47 | 12mm thick Raised Cement Mortar bands 100mm wide |
| 48 | Supplying and fixing in position of Alkali resistance Glass fibre mesh (4-5mm square aperture with 145 gsm) over the joints of RCC and Brick work with cement paste before plastering as directed by Engineer-in-charge. |
| 49 | Painting all internal wall and ceiling plastered surfaces with two coats of acrylic emulsion paint of Asian (Tractor) / Berger (Bison) or approved equivalent make, over one coat of interior wall primer of Asian (Professional) / Berger (BP Primer) or approved equivalent make, including preparation of surfaces, application of wall care putty wherever required, scaffolding, and all incidental works etc., all complete at all lifts as per specifications. |
| 50 | Providing Painting over all exposed surfaces at all heights over rough cast plaster/plain plaster with Two Coats of premium exterior emulsion paint ofmake Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat)or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces, curing, scaffolding etc., all complete as per specifications. |
| 51 | Painting over Plain Plaster at all lifts. |
| 52 | Providing and fixing Heavy Quality \"C\" Class G.I pipe sleeves 80mm n/b, 450mm long, with Puddle Flange of 180x180mm, 6mm thick for rain water down takes (of 110mm dia) to be embedded in RCC slabs/ RCC roof Gutters to connect Rain water pipes by welding orwithscrewedsocketsallasperthedrawingsandasdirectedbytheEngineer-in- Charge. These sleeves to be fabricated and embedded at the time of concreting in true vertical. |
| 53 | Providing and fixing 100mm Square PTMT gratings of \"Prayag\" or approved equivalent make over the rain water pipes fixing in CM 1:3 as per specifications. |
| 54 | Providing and fixing best quality 110mm OD SWR uPVC pipes - Type A (suitable for ventilation work and rain water applications) conforming to IS: 13592 - latest edition with ISI mark including moulded fittings/specials such as bends, shoes, etc., jointing with seal ring conforming to IS - 5382 leaving 10mm gap for thermal expansion, fixing to the wall with adequate no. of PVC clips for rain water down take pipes etc., all complete as per specifications and as directed by the Engineer in charge. |
| 55 | Supplying laying and jointing of RCC hume pipes with collars of class NP-2 as per IS specifications including aligning to proper level and line as directed at site, jointing with Cement Mortar 1:2, curing, etc., complete as per specification. |
| 56 | 150mm dia. RCC hume pipes |
| 57 | Providing and laying factory made precast Kerb stone of M-20 grade cement concrete of size 100mm thick & 500mm ± 50mm depth with suitable interlocking arrangement, top chamfering of size 50x70 mm or as approved size including excavation, conveying, laying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), jointing / pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required, etc., all complete as per specification and as directed.(Note: Length of finished Kerb edging shall be measured for payment and Precast kerb stone shall be approved by Engineer-in-charge.) |
| 58 | Providing and laying 60mm thick factory made chamfered edgeprefabricated cement concrete interlocking Solid / perforated paver block of M-30 grade made by table vibratory method using PU moulded with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand including cost of sand filling, levelling with required slope, ramming the surface, watering, consolidation using vibratory earth rammers, filling the joints with sand, cleaning, etc., all complete as per specification and as directed by the Engineer-incharge. |
| 59 | ELECTRICALWORKS Note:- 1) This schedule must be read along with the drawings, specification and scope of work (Section V) and General Specifications (Section VI) for complete interpretation of this scope of work quantity wise.2).Items of work described in brief below are detailed under Specification of Work. The scope of work will not be estimated from the brief description of this schedule.3). Rate quoted must include all components required for meeting the specification and performance requirements of the item irrespective of whether they are specifically brought out in this Schedule or not.4). Tenderers are advised to get acquainted with the site conditions before quoting. 5). Schedule of Rate Shall be firm and Overall Conditional Discount for the Total Tendered amount will not be accepted. 6). Rate Quoted Should be inclusive of GST and any other taxes as applicable.7) Schedule of rate shall be firm and overall conditional discount for the total tendered amount will not be accepted. 8) All LED fittings shall be guaranteed for 5 years. Required guarantee certificate shall be obtained from the original manufacturer of the fitting.Installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with required Junction boxes, Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, in RCC Roof Slab, Columns, Beams etc, as per the detailed specification. (Note: GI Conduit required alone will be issued free of cost by the dept. All other materials required for the completion of this item shall be supplied by the contractor). (Refer Sec VI, Clause No.27). |
| 60 | 25 mm Dia 1.8mm, wall thickness Heavy Duty ERW Conduits with 75mm deep junction boxes |
| 61 | Installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with required Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, in Floor, Walls, Brick, Block Masonry as per the detailed specification. (Note: GI Conduit required alone will be issued free of cost by the dept. All other materials required for the completion of this item shall be supplied by the contractor). (Refer Sec VI, Clause No.27). |
| 62 | 25 mm Dia 1.8mm, wall thickness Heavy Duty ERW Conduit |
| 63 | Supply and Embedment of following sizes of flush mounting POWDER COATED TPN/SPN DB Enclosures with Double Door consisting of Phase, Neutral and Earth Bus and interconnecting wires etc. at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge .(Refer Sec VI, Clause No.15.2). |
| 64 | SPN, 8 Way Distribution Board with all accessories, cat No:507611 |
| 65 | Supply and Embedment of following sizes Cable end termination box at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge.(Refer Sec VI, Clause No.15.2.2). |
| 66 | SPN, 8 way Cable end box, cat No:507913 or equivalent suitable for SPN, 8 way Distribution Board cat No:507611 |
| 67 | Supply and Embedment of 50mm Deep, Square/Rectangular Concealed type and GI double earthed modular metal boxes of the following types and as specified in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification. (Refer Sec VI, Clause No.15.12). |
| 68 | ONE/TWO Module, 1.2mm thickness |
| 69 | FOUR Module, 1.2mm thickness |
| 70 | SIX Module, 1.2mm thickness |
| 71 | EIGHT Module rectangular, 1.2mm thickness |
| 72 | Supply and Embedment of MS fan Hook Boxes in RCC roof slab with finishing and making good as per drawing No:IGC/ESD/9170/8009 and the detailed specification. (Refer Sec VI, Clause No.15.11). |
| 73 | Supply and Installation of Cast aluminium Junction box with FRP cover. (Refer Sec VI, Clause No.13.6). |
| 74 | Supply and Installation of Cast aluminium Junction box for PTL as per the drawing no: IGC/ESD/2021/6001/1-R1, for street light pole as per the drawing no: IGC/ESD/2021/6001/3, and as per the detailed specification |
