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| 1 | PART - I : CIVIL & STRUCTURAL WORKS |
| 2 | SECTION -I SITE CLEARANCE |
| 3 | Demolition of Brick/Stone masonry |
| 4 | Site clearance by demolition of Brick/stone masonry/ in walls, stone soling, PCC, pavior blocks in flexible/rigid pavements etc., removing the debris or any type of material and disposal of serviceable or unserviceable material to any lead as per technical specifications and directions of the Engineer-in-charge. |
| 5 | Dismantling of Bolted/ welded structural steel fencing |
| 6 | Dismantling of existing bolted /welded steel fencing erected on 1.50 m high brick wall complete in all respect and disposal of serviceable or unserviceable material to any lead as per technical specifications, tender document and direction of Engineer-in-charge |
| 7 | Temporary Barricading |
| 8 | Providing and fixing temporary barricading using GI sheets and ISA 50x50x6 mm, grouting of angle etc. complete in all respect as per technical specifications, tender document and direction of Engineer-in-charge |
| 9 | Surface Dressing |
| 10 | Surface Dressing of ground including removing vegetaltion tress of girth upto 40 cm removing all inequalities not exceeding 15 cm deep and disposal fo rubbish to any lead as per technical specifications, tender document and direction of Engineer-in-charge |
| 11 | Earth work in excavation/site grading |
| 12 | Earth work in excavation in all kinds of soil except rock in any plan dimension up to 3.0 M depth including disposal of excavated earth up to any lead in all conditions, and disposal of surplus and unserviceable earth. Soil to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. |
| 13 | Earth work in hard rock: |
| 14 | Excavation in hard rock including PCC, RCC, pavior blocks in flexible/rigid pavements etc., removing the debris or any type of material and disposal of serviceable or unserviceable material to any lead as per technical specifications and direction of EIC |
| 15 | (The Contractor shall take into account in his rate, the provision for excess excavation for necessary working space, slope etc., required for excavation and other allied works and refilling the side slopes and working space) |
| 16 | Earthwork in filling: |
| 17 | Earth work in filling with good quality imported earth from approved source in the layers of 150 mm and compacted up to 95% to its MDD up to 4 m depth and any plan dimension including all testing, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing / filling up ground depressions etc. complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. |
| 18 | Supplying and filling Sand in 150 mm thick layers watering, rolling, ramming, consolidating and dressing the surface including cost of sand (zone-II/Zone-III sand only) complete in all respect as per scope of work, detailed construction drawings as per technical specifications and directions of the Engineer-in-charge. |
| 19 | Stone Soling / Rubble massonry |
| 20 | Providing and laying stone ballast 115 to 150 mm size in layers of 300 mm thick or 1: 4 rubbly massonry with spreading & blinding material like sand, stone grit and compaction with mechanical means, watering etc. including cost of material complete in all respect as per scope of work, detailed construction drawings as per technical specifications and directions of the Engineer-in-charge. |
| 21 | Brick Work in foundation with CM 1:4 |
| 22 | Providing, construction and handing over of brick masonry foundations below DPC including weepholes, plastering of 15 mm thickness in CM 1:4 on exposed surfaces, mudmat, excavation and backfilling with serviceable earth, complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 23 | Brick Work in superstructure with CM 1:4 |
| 24 | Providing, construction and handing over of brick walls of superstructure plastering of 15 mm thickness in CM 1:4 on both the faces complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 25 | Providing, laying in position, construction and handing over of PCC in foundations, substructure, superstructure and under floor, etc complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of EIC. |
| 26 | a) PCC 1:2:4 [1 Cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size] |
| 27 | b) PCC 1:3:6 [1 Cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size] |
| 28 | c) PCC 1:4:8 [1 Cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size] |
| 29 | RCC in foundation |
| 30 | M-25 gr |
| 31 | Providing, laying in position, construction and handing over of RCC 1:1:2 in foundations, substructure and under floor including shuttering inserts/ anchor bolts, sleeves, two coats of bitumen paint on surfaces in contact with soil etc complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of EIC. |
| 32 | RCC in superstructure |
| 33 | Providing, construction and handing over of RCC M25 in superstructure elements such as walls, retaining walls, columns, beams etc. including shuttering inserts, conduits, openings, accesses, edge protection etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 34 | [1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, coarse sand and coarse aggregates, other minor construction materials, shuttering, staging, shoring/strutting, finishing, testing etc. all bye works and sundry works.] |
| 35 | Reinforcement steel |
| 36 | Supplying and Fabricating and Fixing in position HYSD Steel Reinforcements/ TMT Grade Fe-415 conforming to IS1786-1985 at all levels and positions including the Cost of transport, Straightening, Cutting, Bending, Cranking, Binding, Welding, Provision of necessary Chairs and Spacers, Preparation of bar bending schedule Drawings, getting the same approved etc., as per Drawings and Specifications and including Cost of binding wire, Labour etc., all complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be Measured for payment. |
| 37 | Compound wall |
| 38 | Providing, constructing and finishing of compound wall in brick /RCCmasonry 300 thk with RCC 375/460 mm square pillar at interval of 3.0 m or as specified in construction drawings, and height 3 m as per scope of work detail construction drawings, including plastering, coping, painting, GI Pipe,whitewash, finishes all complete as per technical specifications and direction of the EIC. |
| 39 | SOAK PIT AND SEPTIC TANK |
| 40 | Providing and construction of septic tank and soak pit in brick masonry and base and top slab in RCC M20 complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 41 | [1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including chemical resistant paint for sub-structures, bricks, inserts, bolts, covers, aggregates/ sand fill conduits, finishes, bitumen, other minor construction materials, shuttering , staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with all bye works and sundry works.] |
| 42 | UNDER GROUND WATER TANK |
| 43 | Providing and construction of underground water tank in RCC/BM and base and top slab in RCC M20 complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 44 | [1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including chemical resistant paint for sub-structures, bricks, inserts, bolts, covers, aggregates/ sand fill conduits, finishes, bitumen, other minor construction materials, shuttering, staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with all bye works and sundry works.] |
| 45 | RCC FLOORING IN FORECOURT |
| 46 | Providing construction and handing over of 150 mm thick RCC 1:1:2 (Nominal mix strength not less than 25 N/mm2 conforming to IS) forecourt over 100 mm thick PCC (1:3:6) & 150 mm thick Brick bat soling ( 63mm to 90mm) including reinforcement steel complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 47 | PAVER BLOCK FLOORING IN FORECOURT |
| 48 | Supply, construction and handing over of CC inter locking paver block 80 mm thick, I shape, rough finish, M-40 strength with epoxy coating of approved brand laid over the sand bed of minimum 75 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 49 | Single SS Tube Trench in Forecourt |
| 50 | Providing and construction of Single SS tube trench in RCC over the 100 mm thick PCC (1:4:8) base with precast SFRC cover of 600x550X 70 mm thk alongwith edge angle (ISA 75x75x6) and fixing of ISA 50x50x6 for supporting pipetrays @ spacing of 1000 mm c/c along the trench, including 12 mm in CM 1:5 plastering of walls of trenches complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 51 | Double SS Tube Trench in Forecourt |
| 52 | Same as above for Double SS tube trench. |
| 53 | External sewerage and Water Piping |
| 54 | Supply, laying and commissioning RCC pipes of 300 dia including earth cutting, filling, disposal of surplus earth, bed concrete, RCC pipe, SW gully trap/ chamber, grease trap, all complete in all respects as per scope of work, detailed drawings, technical specification and directions of the Engineer-In-Charge. |
| 55 | Supply, laying and commissioning RCC pipes of 150 dia including earth cutting, filling, disposal of surplus earth, bed concrete, RCC pipe, SW gully trap/ chamber, grease trap, all complete in all respects as per scope of work, detailed drawings, technical specification and directions of the Engineer-In-Charge. |
| 56 | Electrical & Water Pit chamber Construction: |
| 57 | Providing and construction of Electrical Cable Pit of size 600x600x900 including PCC to be carried out at base, brickwork, SFRC cover and its frame over the chamber, leaving space for GI pipe fixing complete in all respect as per technical specification, construction drawings and direction of Engineer In Charge |
| 58 | External water piping (Borewell)) |
| 59 | [1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials including laying, jointing of pipes, earthwork etc. with all bye works and sundry works |
| 60 | BLDG PORTA CABINS . PORTA CABINS |
| 61 | Fabricating supply and installation of Porta Cabins as per Drawings The following details are being specified for reference purpose and to be followed on development of Portable cabin. However, mngl reserves the right to effect the minor changes as per site requirement and availability of material. The contractor is requested to understand all details on the construction material as well as arrange to get the porta cabin inspected during fabrication and also on completion.1. Shell : The shell will be fabricated from quality steel duly welded, comprising of base frame, peripheral structure and self draining roof. One entry door and 3windows. The eight corners are sufficiently strengthened to facilitate transportation, lifting and placing.2. Base Frame : The base frame is made of pressed mild steel channel section. The main structural element having 150 mm x 75 mm I beam and cross members are of ISMC 75 #C# channels.3. Side and End Walls : The side and end frame is made out of mild steel pressed sections of suitable profiles / pillars of suitable strength.4. Flooring Systems : On the bottom frame 19 mm thick Marine Plywood, of approved quality is fixed by means of self tapping screw. PVC Vinyl Sheets are fixed on this for Floor covering. 5. Roof : Self draining type rood is made out of 1.6mm thick MS Sheet, Adequate roof bows are provided. Roof is adequately chambered for draining of rain water.6. Insulation : 50 mm Thick Glass Wool/Rock Wool/ PUF / thermo Cole is used for walls and 75 mm thick insulation material is used for roof.7. Inner paneling : The interior will be aesthetically finished so as to give custom built appearance with extremely high quality workmanship.8. Windows : The provision of 2 No. window having the size of 3# x 3# with aluminum grills on all windows. The window / door will also have sunshade for protection against rain / Sun.9. The provision of 1 No door having the size 1mtr x 2mtr on front side of the porta cabin, opening on outer side. 10. Electrical : The provision of following points will be made:1 No. Junctin Box on outer side.2 Nos Internal Junction Boxes2 Tube Light Points2 Nos Wall Fan Points2 Nos Security Lighting on Outer side2 Nos Tube light points on the outer side (Under Small shed on entry)2 Nos Telephone line jacks with cabling for 2 lines11. The color scheme will be White/ Off White/ approved12. All other items not covered above will be of standard quality and as approved by Engineer In-charge. |
| 62 | Plaster in CM 1:4 |
| 63 | Providing and laying 12 mm thick cement plaster on walls, RCC beams, columns and chajja etc of mix 1:4 ( I cement, 4 fine sand) including making of typical grooves drip-course including hacking of RCC roof beams and columns surfaces and curing etc. The job includes the cost of supplying and fixing of chicken wiremesh at every joint of brick masonry and RCC before commencing the plastering work complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 64 | Providing and laying 19 mm thick cement plaster on walls, RCC beams, columns etc of mix 1:4 ( I cement, 4 fine sand) including making of typical grooves drip-course etc including hacking of RCC roof beams and columns surfaces and curing etc. complete. The job includes the cost of supplying and fixing of chicken wiremesh at every joint of brick masonry and RCC before commencing the plastering work complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 65 | Painting ( APEX / Weathercoat / Weathershield) |
| 66 | Supplying and applying 3 coats of Apex paint of Asian paints / Weathercoat of Berger paints / Weathershield of ICI paints on external walls surfaces in approved colour at all heights as per scope of work and recommendations of manufacturer including surface preparation, primer putty etc. detailed construction drawings , technical specifications and directions of the Engineer-In-Charge. |
| 67 | [Rate to include priming coat of putty, scaffolding, tools & tackles, consumables etc complete. ] |
| 68 | Painting (OBD) |
| 69 | Supplying and finishing internal walls and ceilings in plaster of paris punning to achieve an even finish and applying 3 coats of Oil Bound Distemper of Asian paints/ Berger/ICI brand in approved colour including surface preparation, primer, putty etc. as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. |
| 70 | White washing |
| 71 | White washing with Dehradun/Rajasthan lime in 3 or more coats to give an even finish including the cost of adding required adhesive (DDL), blue pigment (Robin Blue) etc. on walls, ceiling etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 72 | IPS Flooring |
| 73 | Providing and laying 40 mm thick cement concrete floor with 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate of 12 mm nominal size) with a floating coat of neat cement all complete as per detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. |
| 74 | [Rate to include all labour tools, tackles, hire charges, water charges PVC/glass strips etc complete.] |
| 75 | WEARING COURSE OVER RCC FLOOR |
| 76 | Providing & laying in panels 50 mm thick, 1:1:2 ( 1 cement, 1 fine aggregates, 2 (6mm) coarse aggregate ) screed with wire mesh of 4 mm thick & 75 mm square over RCC floor, all complete as per scope detailed drawings, technical specifications and directions of the Engineer-In-Charge. |
| 77 | Polycarbonate sheeting: |
| 78 | Providing and fixing 4 mm thick multiwall polycarbonate sheets of required canopy roof shapes and sizes and erecting them on roof/facia at proper position, all work as per specification, drawings and direction of EIC. |
| 79 | [1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, with all bye works and sundry works]. |
| 80 | Providing and fixing ceramic glazed wall tiles. |
| 81 | Ceramic glazed wall tiles of the approved size and of the appropriate specification shall be fixed in the walls using mortar with proper finishing as mentioned ias per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 82 | Providing and fixing vitrified tiles 600 x 600 mm. |
| 83 | Vitrified glazed floorl tiles of the approved size and of the appropriate specification shall be fixed in the floor over the subbase, pointing, cutting, curing and proper finishing as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 84 | [Rate to include all labour, tools, tackles, hire charges, water charges etc complete.] |
| 85 | SECTION - V : METAL WORK |
| 86 | Steel structure fabrication |
| 87 | Supplying, Fabricating & Erecting in position steel structures fabricated out of MS Girders, channels, Tees, angle, flats, plate, square hollow sections pipes etc. conforming to IS:2062 and/or from pipes conforming to IS:1161 for structural purpose for cascade supporting structure, loading/unloading platform, Gratings for platform, handrails, hoardings for signage, safety signboards,etc. of any size/dial for required design including cutting, welding, bolting, hoisting, fixing in position, and applying two or more coats of approved quality synthetic enamel paint over a priming coat of approved steel primer etc complete as per scope detailed drawings, technical specifications and directions of the Engineer-In-Charge. |
| 88 | Providing and fixing Fencing Structure |
| 89 | Supplying, fabricating & fixing steel structural fencing fabricated from pipes conforming to IS:1161 and plates conforming to IS:2062 & fixing of GI weldmesh made from 3mm GI wire @ 75 mm bothways to structural steel frame by means of welding/bolting, painting with enamel paint in approved shade including supply of all raw materials, bolts, electrodes, transportation, including making pockets & pouring with PCC (1:2:4) in of block 500x500x500 for fixing of posts etc complete as per enclosed sketch, technical specifications and directions of the Engineer-In-Charge. |
| 90 | Fencing height 2.1 m |
| 91 | Providing and fixing Fencing Gates |
| 92 | Supplying, fabricating & fixing fencing gates fabricated from pipes conforming to IS:1161 and plates conforming to IS:2062 & fixing of GI weldmesh made from 3mm GI wire @ 75 mm bothways to structural steel frame by means of welding/bolting, painting with enamel paint in approved shade including supply of all raw materials, bolts, electrodes, transportation etc complete as per enclosed sketch, technical specifications and directions of the Engineer-In-Charge. |
| 93 | 2m Wide and fencing height of 2.1 m |
| 94 | 4m Wide and fencing height of 2.1 m |
| 95 | Providing and fixing chequered plate covers |
| 96 | Providing and fixing chequered plate in approved panel or over steel structure including cutting, welding, hoisting, fixing in position, and applying two or more coats of approved quality synthetic enamel over a priming coat of approved steel primer etc complete as per scope detailed drawings , technical specifications and directions of the Engineer-In-Charge. |
| 97 | Providing and fixing safety guard LCV |
| 98 | Providing and fixing safety guard with 80 mm heavy duty MS Pipe (size1200 deep and 2000width inside) grouted with ready mix high strength grout mortar of approved manufacturer and painted with approved quality paint as per scope of work, detailed construction drawings, technical specifications and directions of Engineer-In-Charge. [Rate to include cost of all labour, tools, tackles etc. complete]. |
| 99 | Kerb stone fixing |
| 100 | Providing and fixing kerb stone of approved make (kerb stone blocks shall have niche with reflective material fixed in it) at ground level as per approved pattern and setting in position with cement mortar 1:3 (one cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth over 75 mm thick PCC 1:4:8 (1 cement : 4 coarse sand : 8 stone aggregate 40 mm), painting with emulsion paint of approved brand and colour complete in all respects as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-In-Charge. |
| 101 | [ Rate to include all labour, tools, tackles, shuttering, transportation, water charges, earth work if any , PCC, painting etc complete] |
| 102 | Polysulphide filling in Joints |
| 103 | Providing and placing 12x12 (d) mm polysulphide sealant, over 12x38 mm thickness of Capcell- of supreme make in the expansion joints in the panels of forecourt and other specified locations; including sand fill, edge preparation by machine cut, cleaning, drying complete in all respects as per scope of work, detailed construction drawings, site sketches, technical specifications and directions of Engineer-In-Charge. |
| 104 | EXTERNAL DEVELOPMENT |
| 105 | Providing and planting turfs, other plant material, pesticides, sweet soil as per design and specifications complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 106 | Supply & laying of G.I. Pipes buried/embedded into ground/ RCC/PCC complete with pipe sockets/ bends etc. as required of following sizes. All pipe shall be of medium grade as per IS:1239. |
| 107 | 100 mm NB |
| 108 | Supply & laying of perforated G.I. trays of following sizes as per technical specification. |
| 109 | 450 mm wide |
| 110 | Supply & laying of HD PVC. Pipes buriedfor dranege/other work. |
| 111 | 200 mm NB |
| 112 | 150 mm NB |
| 113 | 100 mm NB |
| 114 | RCC M-20 in DRIVEWAY (RATE including cost of 80 - 100 kg re-inforcement and shuttring ) |
| 115 | PART - II : ELECTRICAL WORKS |
| 116 | Design, supply, installation, testing & commissioning of Electrical distribution panel as per specifications & single line diagram (Drg. No. MNGL/PANEL/01, MNGL/PANEL/02, MNGL/PANEL/03 & MNGL/PANEL/04). |
| 117 | Emergency Panel for Mother Station/125 KW L-CNG Panal (PDB) |
| 118 | Supply, installation, testing and commissioning of Wall Mounted Lighting DB. Double door construction. Constructed with 2 mm sheet steel enclosure along with a housing to mount the entire board. With required hardware, making connections including providing cable glands, lugs, earthing & Painting etc. arrangement for termination of cable / wires, including 3 phase and neutral bus bars etc. complete in all respects as per the tender document, technical specification, drawings and direction of EIC. |
| 119 | LDB - 1 (For Out Door Lighting) |
| 120 | Supply, laying , testing and termination of PVC insulated & sheathed, 1100V grade, armoured ,Aluminium/copper conductor cable of follwing sizes & type in surface trench./on wall/structural surface/in G.I. Pipes/conduit as specified / required as per the tender document, technical specification, drawings and direction of EIC. |
| 121 | 4 x 75mm2 AYFY |
| 122 | 4 x 50mm2 YRY |
| 123 | 4 x 6 mm2 YRY |
| 124 | 4 x 2.5 mm2 YRY |
| 125 | 2 x 2.5 mm2 YRY |
| 126 | 16 mm2 PVC insulated green colour copper conductor single core wire |
| 127 | Supply, installation, testing & commissioning of Lighting poles of 8 M height as per the enclosed drg. equipped with light fittings of type MRX51 (Philips or equivalent) 250W and HPIT lamp complete with Plate earting , J.B. equipped with terminals for incoming/ outgoing cables and 2A, MCB, 4 x 2.5 mm2 YWY armoured cable from juction box to fixture including civil foundation as per the tender document, technical specification, drawings and direction of EIC. |
| 128 | Supply & laying of Copper Strip (for earthing) of following sizes, clamped to wall/structure& laying in trenches (as reqd.) including termination at the required points by welding/nut bolts including all earthing material as per the tender document, technical specification, drawings and direction of EIC. |
| 129 | 25 x 3 mm |
| 130 | Supply & laying of GI Strip (for earthing) of following sizes, clamped to wall/structure& laying in trenches (as reqd.) including termination at the required points by welding/nut bolts including all earthing material as per technical specification & drawings. |
| 131 | 40 x6 mm |
| 132 | Suppy, installation and commissioning of 3 KVA UPS |
| 133 | 3KVA non- redundant ,Single manufacturer's standard design UPS System suitbale for input power supply voltage of 230V +-20 % Single phase input single phase output with 4 hours battery backup(VRLA-SMF 12V) and all interconnecting cables between UPS & Battery Bank,Stands for UPS and battery etc. 3KVA UPS system comprising of 13KW rectifier/charger. |
| 134 | Construction of Copper earthpit |
| 135 | Construction of Earthpits as per the drawing using GI pipe medium (class-B) 3M long, Copper plate of 600x600x3 mm size including supply of all material required and testing of earth pits as per latest version of IS:3043, specification and drawing. |
| 136 | Construction of G.I. earthpit |
| 137 | Construction of Earthpits as per the drawing using GI pipe medium (class-B) 3M long, including supply of all material required and testing of earth pits as per latest version of IS:3043 & specification & drawing. |
| 138 | Supply, installation, testing and commissioning of Building Lighting and Power Plug Socket including concealed point wiring with havey duty PVC conduit earth wire,on/off switches etc as required as per technical specification & drawings. |
| 139 | 6/16 Amp Power Socket with 20A MCB,Four in one(Make Seimens or Equi.)4 sq. mm Cu. Conductor PVC insulated point wiring. |
| 140 | 20 Amp 3 Pin Industrial type socket with 20 Amp. SP MCB sheet steel enclosure with 4 sq. mm Cu. Conductor PVC insulated point wiring for air conditioner. |
| 141 | FCS 31/211 make Philips or equivalent |
| 142 | TMC - 501/136 |
| 143 | TMC - 501/236 |
| 144 | Wall Mounted Fan |
| 145 | Exhaust Fan(Size 300mm,Sweep)Industrial type |
| 146 | Exhaust Fan(Size 300mm,Sweep) Please Enable Macros to View BoQ information |
