Indian Oil Corporation Limited-IOCL has published Tender For Redevelopment Of Ff Shed, Pond Area And Tt Dyke Area At Nrpl Bathinda. Submission Date for this Tender is 28-04-2023. Shed Construction Tenders in bathinda Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Redevelopmentof FF shed, pond area and |
| 2 | Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level an d ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning w ith sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Ch arge.rate are inclusive of complete surface prepration. |
| 3 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forki ng repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressi ng for planting new grass, including disposal of all rubbish with all leads and lifts. |
| 4 | Preparation of mounds of various size and shape by available excavated/ supplied earth in layers not exceeding 20 cm in depth, break ing clods, watering of each layer, dressing etc., lead up to 50 meter and lift up to 1.5 metre complete as per direction of the Engi neer-in-Charge. |
| 5 | Fine dressing of the ground as per direction of EIC/IOCL representative |
| 6 | Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. |
| 7 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment]. |
| 8 | Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measuredin stacks will be reduced by 20% for payment]. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level till 6meter TMT Bars (Fe-500D grade or more) Thermo-Mechanically Treated bars of grade Fe-500 D or more including cost ofshutring, labor, tool, tacles and other consumbables |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with 1:1.5:3 (Natural Aggregates) 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate. |
| 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level of 1:2:4 (Natural Aggregates) 1:2:4 [1 cement : 2 coarse sand derived from natura l sources : 4 graded stone aggregate 20 mm nominal. |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level 1:1.5:3 (Natural Aggregates) 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) deriv ed from natural sources : 3 graded stone aggregate. |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation,plinth and upto 5 meter height as per direction of EIC/IOCL site engineer inIn CM 1:6 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of formwork for Retaining walls, return walls, walls (any th ickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 15 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing of 1:2:4 (Coarse Sand & Aggregate-20mm) 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate. |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level of 1:4:8 (Coarse Sand & Aggregate-40mm) 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 gra ded stone aggregate |
| 17 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing of 1:1.5: 3 (Coarse Sand & Aggregate-20mm) 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggreg ate. |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level of 1:3:6 (Coarse Sand & Aggregate-20mm) 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 gra ded stone aggregate |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level of 1:2:4 (Coarse Sand & Aggregate-20mm) 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 gra ded stone aggregate |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level of 1:1.5:3 (Coarse Sand & Aggregate-20mm) 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources :3 graded stone aggregate |
| 21 | Dismantling roofing/ profile sheet /GI or GS/ Aluminium sheet including ridges, hips, valleys and gutters etc., and stacking the mat erial within 100 metres upto heightof 15m. Rates are inclusive of required scaffolding. |
| 22 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting ri vets, welding etc. including dismembering and stacking within 100 metres lead. [Notes: (1) Dismantling shall be allowed during day s hift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shal l be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as appro ved by the Engineer-in-Charge.] |
| 23 | Dismantling steel work in single sections including dismembering and stacking within 100 metres lead in and upto hight of 15m (ex.-C hannels, angles, tees and flats Channels, angles, tees and flats etc. a per direction of IOCL engineer including cost of all tool, t ackle and labour etc(Note: Rates are inclusive of required scaffolding for dismantling) |
| 24 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 100 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed d uring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the wor k area shall be done prior to dismantling operations |
| 25 | Demolishing R.C.C. work manually/ by mechanical means including cutting and stacking of steel bars and disposal of unserviceable mat erial within 100 metres lead and upto height 15m as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allow ed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around thework area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel o r any other method as approved by the Engineer-in-Charge] |
| 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]Nominal concr ete 1:4:8 or leaner mix Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 27 | Providing & laying Selection No. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ra mming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the sam e maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge. rate are i nclusive of complete surface prepration. |
| 28 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (including cost of plant & water)-Tree Plant |
| 29 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (including cost of plant & water)-Shrub Plant |
| 30 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (including cost of plant & water) -Hedge Plant/ Ground Cover Hedge Plant/ Ground Cover |
| 31 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge. |
| 32 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge |
| 33 | Earth work in rough excavation in all kinds of soil, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,watering, rolling each layer with 0.5 Tonne roller or wooden or steel rammers, and rolling every third and top-most layer with powe r roller of minimum 8 Tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up gro und depressions, up to all leads and lift. [Notes: (1) For not rolling every third & top-most layer with minimum 8 Tonnes capacity p ower roller, deduction per cubic metre shall be made at the rate of Item No. 2.4 of CPWD DSR-2019. (2) For not watering the excavate d earth for banking, deduction per cubic metre shall be made at the rate of Item No. 2.5 of CPWD DSR-2019]. |
| 34 | Providing and fixing Unplasticised PVC (uPVC) pipe clips (110 mm) of approved design to unplasticised-PVC rainwater pipes by means o f 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 35 | Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centr e, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip m etalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728(Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns e xterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both su rfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and specia l male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sea ling tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement sha ll be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give mini mum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages a cross laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and detailsbefore installation for Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet cov erings shall be measured on the flat surface i.e. without allowance for laps and ribs]. |
| 36 | Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/ 31000/ 40800, conforming to IS:1254, IS:737, IS:2676. The sheet shall be fixed using self drilling/ self tapping SS screws of size 5.5x65 mm with EPDM seal c omplete up to required pitch in horizontal, vertical or curved surfaces including cutting to size and shape where required as per sp ecifications, detail drawings and directions of the Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labo ur, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusse s 0.71 mm thick 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. |
| 37 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter lock ing metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sq.m., both side inclusive) consisting of main "T" ru nner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 6 00 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thic k (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like dif fusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using G.I. slotted clea ts of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanis ed butterfly level clips of size 85x30x0.8 mm spaced at 1200 mm center to center along main "T", bottom exposed width of 24 mm of al l "T"-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as direct ed by the Engineer-in-Charge : GI Tile (Plain & Tegular Edge) G.I. Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 m |
| 38 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete Tile Size-500x500 mm Size of Tile 500x500 mm (note: rate are inclusive of cement mortar andgrey cement slurry) |
| 39 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to m atch the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) :Dark shade pigment using ordinary cement(note: rate are inclusive of cement mortar and grey cement slurry) |
| 40 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete Tile Size-800x800 mm Size of Tile 800x800 mm.(note: rate are inclusive of cement mortar andgrey cement slurry) |
| 41 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing i n position and applying a priming coat of approved steel primer all complete. |
| 42 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer .-MS angles for diagonal bracesUsing M.S. angles 40x40x6 mm for diagonal braces |
| 43 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.6 0 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer Fixing with dash fastener Fixing with carbon steel galvaniseddash fastener of required dia. and size (rates are inclusive of all) |
| 44 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/ top/ centre hung, with beading and a ll members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded an d sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design. [Note: Sectional weight of only steel members shall b e measured for payment]Fixing with dash fastener Fixing with carbon steel galvanised dash fastener of required dia and size (ratesare inclusive of all) |
| 45 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws, et c of Sal wood ( rates are inclusive of all required material, labour etc) |
| 46 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws, et c of Hollock wood Kiln seasoned and chemically treated hollock wood ( rates are inclusive of all required material, labour etc) |
| 47 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and f ixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing r equired door fittings, all complete as per directions of the Engineer-in-Charge. |
| 48 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M. S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for therequired duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connect ion with the building etc wherever required for inspection of work at required locations with essential safety features for the work men etc. complete as per directions and approval of the Engineer-in-Charge. The elevational area of the scaffolding shall be measure d for payment purpose. The payment will be made once irrespective of duration of scaffolding. [Note: This item to be used for mainte nance work judicially, necessary deduction for scaffolding in the existing item to be done] |
| 49 | cement plaster of 1:4 (1 cement : 4 fine sand) 1:4 (1 cement : 4 fine sand) on brick wall or old surface after rubbing etc as per di rection of EIC. |
| 50 | Two or more coats on new work /oldof Wall painting with acrylic emulsion exterior and interior paint of approved brand and manufac ture to give an even shade as per IOCL reqiuirement. (rate are inclusive of all required material, labour, consumable, tool, tackles ,scaffolding etc) |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth comple te.(rate are inclusive of all required material, labour, consumable, tool, tackles,scaffolding etc) |
| 52 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open g rooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: (A) Structural ana lysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of w ater to make it watertight including checking of all the structural and functional design. (B) Providing, fabricating, supplying andfixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick alumin ium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thi ck). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF/ Lumiflon based fluoropolymer resi n coating of approved colour and shade on face #1 and polymer (Service) coating on face #2 as specified using stainless steel screws , nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (C) The fastening brackets of Aluminium alloy 6005 T5/ MSwith Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bo lts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specificati on and drawing. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium co mposite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over ofthe building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall p rovide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Arc hitectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Cha rge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Pane l Cladding (including width of groove) shall be measured in square metre up to two decimal places. |
| 53 | Pumping out water for empty out of ponds. [Note: Unit "KL" shall mean "KILO LITRE"] (rates are inclusive of complete arrangement forpupming out of water from ponds approx depth of pond is 5 meter) |
| 54 | Flame proof, weather proof, single phase, 12" exhaust fan, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007, IP65, LM6 typeEF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of doubl e compression cable glands & flame proof plugs for sealing all spare entries, complete in all respect |
| 55 | Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installa tion of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes ,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC c opper wire from D.B. to switchboard as required is also in the scope of the contractor: |
| 56 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1 .5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. |
| 57 | Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for p hase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, c omplete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifi cations and drawings |
| 58 | Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, comple te with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications anddrawings. |
| 59 | Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribu tion board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall confo rm to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings:Type IV DIstribution Board: Double Door Translucent Euro DB of Havells or approved make, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitiv ity), 9x6A SP MCB & 6x20 A SP MCB as per specification (rates are inclusive of internal wiring) |
| 60 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. duringor after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc.:(25mm dia ) |
| 61 | Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including supply and i nstallation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other requir ed materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materialsetc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from t he approved make list given in the specifications:- WP Endura LED: Supply and fixing of surface mounted weather proof Endura LED WT 550 light fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. |
| 62 | Decorative Light fittings - Supply and fixing of LED wall light cat. no. 35022 9W fitting of PHILLIPS or equivalent approved make co mplete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation |
| 63 | Supply, installation and commisioning of Ceiling fan, BEE 5 star rated, with electronic regulator & other accessories and fittings e tc. of or approved make with 56" Sweep size including wiring etc complete in all respect. |
| 64 | Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges tothe ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. co mplete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to themain earthing grid. |
| 65 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. duringor after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc.: (19mm) |
| 66 | Dismantling of Piping Aboveground, underground and equipments as per direction of EIC/Site engineer at hight upto 15m and shifting t hese item to scrap approx 100meter rate are inclusive removing and shifting |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
