Gas Authority Of India Limited has published Tender For Construction Of Open Stock Yard And Closed Peb Warehouse At Kiadb-Software Park Land Of Gail Gas Limited For City Gas Distribution Project, Bengaluru. Submission Date for this Tender is 14-08-2023. PEB Tenders in Bengaluru Urban Karnataka. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Aug-2023 | Corrigendum -1 Time extension | Date | 09-08-2023 |
| 2 | 09-Aug-2023 | Corrigendum 3 | Other | 14-08-2023 |
| 3 | 09-Aug-2023 | Corrigendum 2 | Date | 14-08-2023 |
| Sl. No. | Item Description |
| 1 | PART I CIVIL WORKS |
| 2 | EW : EARTH WORK |
| 3 | Note: |
| 4 | (i) Existing Ground level / TL, obstructions (if any) shall be recorded jointly before starting of excavation.Contractor at his own cost shall manage all surveying equipment (Total Station / Theodolite). |
| 5 | (ii) Sufficient quantity of excavated serviceable soil shall be stacked at site for filling in sides of foundation / raft /trenches/plinth etc., to operate item No. EW--5. |
| 6 | (iii)The quoted rates for all excavation shall include the cost towards any dewatering (if required). |
| 7 | (iv) The quoted rates for all excavation shall include the cost towards the side slope protection, shoring, strutting, etc. |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level, removal and disposal of rubbish/ unserviceable material to the designated dumping area as directed by the Engineer-in-charge, complete as per specification. |
| 9 | Note: |
| 10 | i) The quoted rate shall include loading, unloading and transportation of rubbish/ unserviceable material for disposal. |
| 11 | Clearing grass and removal of the rubbish up to a distance of 500 m outside the periphery of the area cleared. |
| 12 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material to the designated dumping area as directed by the Engineer-in-charge. |
| 13 | Note: The quoted rate shall include loading, unloading and transportation of unserviceable material for disposal. |
| 14 | Beyond 30 cm girth upto and including 60 cm girth |
| 15 | Beyond 60 cm girth upto and including 120 cm girth |
| 16 | Earth work in excavation by mechanical means (Hydraulic excavator / Jack hammer) / manual means in foundation trenches or drains (exceeding 30cm in depth, 1.5 m in widthas well as 10 sqm on plan ) including dressing of sides and ramming of bottom , lift upto 1.5m including getting out the excavated earth and disposal ofexcavated earth lead upto 1.0 km, as directed by Engineer-in-Charge. |
| 17 | In all kinds of soil for |
| 18 | Lift from 0 mtr upto 1.5 mtr. |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 1.0 km and lift upto 1.5 m. |
| 20 | Note: |
| 21 | (i) The quoted rate shall include the cost for carrying out all the field tests. |
| 22 | For all depths |
| 23 | Controlled earth filling with approved earth brought from outside sources, with special compaction by using vibro rollers to achieve dry density of95% of standard proctor density as per instruction of the Engineer Incharge at all heights/depths (lifts), transporting, depositing, compacting and dressing, trimming complete as desired in layers not exceeding 250mm including watering, consolidating by mechanical means as per specifications and instructions of the Engineer Incharge. |
| 24 | Note: |
| 25 | i) Only compacted volume shall be measured for payment. |
| 26 | (ii) The quoted rate shall include the cost for carrying out all the field tests. |
| 27 | CC: PLAIN CEMENT CONCRETE |
| 28 | Providing and laying in position plain cement concrete of specified grade Including the cost of centering and shuttering |
| 29 | All work up to plinth level |
| 30 | M 10 grade - 1:3:6 (1 Cement : 3 M sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 31 | RC: REINFORCED CEMENT CONCRETE |
| 32 | Providing Centering and shuttering including strutting, propping etc. and removal of form for all heights: |
| 33 | Foundations, raft, footings, bases of columns, etc. for mass concrete |
| 34 | Lintels, beams, plinth beams, cantilevers etc. |
| 35 | Columns, pillar etc. |
| 36 | Small lintels not exceeding 1.5 m clear span, window sills, bands, copings, bed plates, anchor blocks and the like |
| 37 | Weather shade, Chajjas and the like |
| 38 | Providing Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding with binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. all complete at all heights and levelsas per specifications and drawing. |
| 39 | Note: |
| 40 | (i) Laps, chairs,spacer bars & wastage will not be paid seperately. |
| 41 | Thermo-Mechanically Treated (TMT) bars of grade Fe-500D or more from SAIL / TATA / RINL . |
| 42 | Providing and laying in position Reinforced Cement Concrete work of grade specified below, as per approved design mix, using 20mm and down graded crushed granite aggregates,manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of concrete from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, inhibit corrosion, improve workability without impairing strength and durability as per specifications,drawings and as per direction of theEngineer -in - charge. |
| 43 | For M-25Grade RCCwith minimum cement content of 330 kg/cum using M sand |
| 44 | All works upto plinth level (Flooring etc.) |
| 45 | All works above plinth level upto floor V level |
| 46 | Supplying & Grouting ( including tamping ) ofM-30 Grade Design Mix Concrete,using 12 mm down graded coarse aggregate for Foundations, Structures, Equipments, Base plates, Anchor holes etc., with Cement Concrete of the following Grades (includingShuttering wherever necessary) at all levels and as per Drawings, Specifications and direction of the Engineer in charge. |
| 47 | Note: Cost of all material and cleaning of the pockets by compressed air shall be in the scope of the contractor. |
| 48 | Providing and fixing expansion joint filler board usingproduct similar to Capcell-HD-100 of Supreme or approved equivalent make, Semi-rigid UV resistant high performance laminated closed cell polyethelene foam joint filler in sheet form,including cost of primer, sealing compound Grade-A, for filling expansion joint or similar locations complete as directed. The workshall be executed strictly as per manufacturers" specifications, drawings etc. complete all as per directions of Engineer in Charge at all Heights/ Levels. |
| 49 | Note: Contractor has to get the profile and sample approved by Engineer in Charge before execution of work. |
| 50 | 25 mm thick |
| 51 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). |
| 52 | MN : MASONRY AND ALLIED WORKS |
| 53 | Note: Ordinary portland cement shall be used for all items in Masonry and allied works |
| 54 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : |
| 55 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 56 | FN : PLASTERING AND SURFACE FINISHES |
| 57 | Note: |
| 58 | 1) Ordinary portland cement shall be used for all items in Plastering works. |
| 59 | 2) M sand shall be used in cement mortar mix of all items in this subhead. |
| 60 | Plastering to Internal Walls |
| 61 | Providing 12 mm thick cement plaster 1:4 (1 cement : 4 M sand) smooth finish as per architectural shapes marked in the drawings, at all depths and heights in one layer on internal faces of walls, pillars, projection, bands, cornices etc., including necessary dabbing, curing, scaffolding, providing GI plaster mesh at junctions of columns, beams etc., complete with all bye works as per drawings & specification and the direction of Engineer in-charge. |
| 62 | Note: The payment for GI plaster mesh will be considered under relevant item. |
| 63 | Plastering to External Walls |
| 64 | Providing 18 mm thick external sponge finish cement plaster 1:4 (1 cement : 4 M sand) as per architectural shapes marked in the drawings, at heights as mentioned below, in two coats of 12 mm & 6 mm. Second coat of 6 mm cement plaster 1:3 (1 cement : 3 M sand) with approved water proofing compound shall be finished with sand faced plastering on faces of walls, pillars, projection, bands, cornices, fins, sills, etc., including raking out joints, if any left out, necessary dabbing, curing, scaffolding, providing GI plaster mesh at junctions of columns, beams, etc. complete with all bye works as per drawings & specification and the direction of Engineer in-charge. |
| 65 | Note: The payment for water proofing compound will be considered under item CC-2. and GI plaster mesh will be considered under relevant item. |
| 66 | Above Ground level up to 10 mtr. |
| 67 | Plastering to Ceiling / Concrete Surfaces |
| 68 | Providing 6 mm thick cement plaster 1:3 (1 cement : 3 M sand) to ceiling of slabs, chajjas including drip course, bands, beams, columns, loft slabs, staircases, and any other location wherever required with all bye works dabbing, curing, scaffolding, including providing GI plaster mesh at junction of columns, beams etc., complete at all heights and levels as per specification and drawings. |
| 69 | Note: The payment for GI plaster mesh will be considered under relevant item. |
| 70 | Providing and fixing suitable GI plaster mesh manufactured out of hot dipped galvanized iron of nominal thickness 0.35mm with a zinc coating of 120 gms per sqm width, along route of walls chipped for services, junctions of masonry / concrete works for 200mm width, including tying in position with suitable nails / screws, cost of material, labour for fixing, etc. ,complete as per manufacturer"s specifications and direction of the Engineer In-charge. |
| 71 | Note: Length of mesh only be measured for payment. |
| 72 | Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections. |
| 73 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 74 | Water thinnable cement primer |
| 75 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 76 | Two coats |
| 77 | Finishing walls with Premium Acrylic emulsion exterior paint of required shade : |
| 78 | Finishing walls with 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. |
| 79 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 80 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 81 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 82 | DW : DOORS & WINDOWS |
| 83 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 84 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 85 | ST: STEEL AND IRON WORK |
| 86 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 87 | Supply, fabrication and erection ofMS Louvers: Preparation of fabrication drawings, bill of materials, getting approval from consultant, including supply and fabrication of MS louvers as per approved drawing, including painting as per specification, transportation and delivery at site unloading, storage and handling at site, all works shall be completed in all respect as per specification, scope and description of works, drawings and as per direction of the Engineer-In-Charge. Supply,welding and commissioning of MS frame support for switch gear and bracket for misc. electrical equipment,cable tray support, light fixtures, out of roled MS section,pipes,plates etc including welding, bolting, reveting, supply of necessary anchor bolts and grouting etc supply of paints applying one coat of anti rust primer two finish coats of approved synthetic enamel paints including bracking walls, floors etc for structure as required including supply of all GI hardware materials including all labour and materials complete as required and the direction of Engineer-in-charge. Supply, fabrication ofsteel door panel using MShollow section for panel frame including 3.15 mm thick MS sheet welded with panel frame on both sideincluding handle, aldropetc with all necessaryfittingincludingtwo coats of red oxide zinc primer and two coats of synthetic enamel paint of approved colour including fixingin door frame by welding (Payment of door frame shall be as perrelevant architectural items),all works shall be completedas per specification, drawings and directed by Engineer-in-charge |
| 88 | Providing and fixing pressed steel single/double rebate door frames conforming to IS:4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge, including provistion & filling with PCCM – 10C (Profile B ). |
| 89 | MS : MISCELLANEOUS |
| 90 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 91 | Supplying & laying hard core with hard granite stone boulders including laying, packing, filling interstices with good quality spalls, dry and wet consolidation with mechanical means, binding with good quality moorum / sand with all bye works complete for hard core upto 230 mm thick below foundation, raft,etc. complete as per specification and direction of the Engineer-in-Charge. |
| 92 | Note: The consolidated thickness will be paid. |
| 93 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion ofall treatment works including ground floor doors & windows. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 10 (ten) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee). |
| 94 | DM- DISMANTLING |
| 95 | Note: The quoted rates for all dismantling works shall include the cost towards the staging, scaffolding, shoring, strutting, etc. |
| 96 | Dismantling and stacking within 500 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: |
| 97 | T" or "L" iron or pipe |
| 98 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 500 metres lead. |
| 99 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 100 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 101 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 102 | SHIFTING OF MATERIALS for working inside stockyard |
| 103 | Handling including lifting and transportation of heavy materials (CNG compressors,cascades,cables etc,.) lying in GGL"s stock yard at KIADB software parkto space hired by contractorwhenever required and as instructed by EIC. and Handling including relifting and retransportation of materials fromfrom space hired by contractor to stock yard when required.and as instructed by EIC. Contractor"s scopeincludes supply of all material,labour and accessories including but not limited to any fixtures, clamps, gasket, nut bolts, etc.. Scope also includes supply of all lifting tools / necessary accessories and hiring of cranes,hydra,truck,trailer for same. Approximate list of materials includes "-Compressor along with its ccessories - 7 nos "-Cascades-15 nos. "-Cables-14.0 km "-DRS-2 nos "-Miscellanious equipment Note: Contractor has to visit site and assess the number of equipments to be shifted for working in stockyard and for hiringspace near to the stockyard for keeping the equipment . |
| 104 | PART-II :STEEL STRUCTURAL WORKS |
| 105 | Supply, fabrication and erection ofsteel structures: Pre Engineered Building |
| 106 | Design, detail engineering, preparation of design drawings (GA), fabrication drawings including bill of materials and getting approval of all design calculations & design drawings from consultant/client including supply and factory fabrication of steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts, floor beams, handrails, roof purlins, side runners, sag rods, swing platforms, chequered plates, monorail beams, pipe trestle, pipe supports, stair cases, ladder, Anchor bolts (anchor Bolts supply by PEB vendor and fixing shall be carried out by civil contractor),including surface preparation by sand blasting confirming to Swedish StandardSA 2½ for painting, supply and application of 1st coat of Inorganic Zinc Silicate75 microns DFT, 2nd coat of Intermediate of Epoxy High Build Micaceous Iron Oxide(MIO) 100 microns DFT,3rd coat finishing paint of Acrylic Polyurethane40 microns DFT and 4th coat finishing Paint of Acrylic Polyurethane40 microns DFT (Total DFT = 255 microns minimum) of approved colour, including transportation and delivery at site, unloading, storage and handling at site, site assembly and finally erection of structures at appropriate locations, alignment and bolting of all structures true to line, level, plumb and dimension. All works shall be completed as per Specification, scope and description of works, drawings and as per direction of the Engineer-In-Charge. (The cost & weight of bolts (permanent and service),washers, electrodes, putty, gases, shims, packs, cost of straightening the raw materials, cutting of flats from plates and providing splices, paints, tools, plants, testing of materials, Inspection, etc. and all other consumables as required for completion the work shall be deemed to be included in the quoted rates). |
| 107 | Supply and erection of zincalume high tensile colour coated steel sheet on roof and sides: |
| 108 | Preparation of sheeting drawings, bill of materials, getting approval of all design calculation & drawings from consultant, including supply of 0.5mm TCT zincalume high tensile colour coated steel sheets (fy=550MPa) conforming to IS:15961 having trapezoidal profile with a cover width of 930-1020 mm and 28-32 mm deep crest atpitch of 186-250mmc/c with minimum two ribs at centre for stiffening. with zincalume coating 150gsm. The sheet shall have a total coating thickness of 35 micron,super durable polyester colorbond XRW quality paint system of 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both side surface as per IS:15965 .the paint system should have stable resin & inorganic pigments for paint durability and lead free for water harvestingThe sheet shall have anti-capillary groove to avoid any seepage of water through lateral over lap, compatible flashing, Trims,ridge panel, curved panel, canopy soffit closure, canopy gutter, down take pipe, closers fittings and fixtures, accessories, sealing tape etc, warehouse Gutter and canopy gutter shall be made out of same material as sheeting, including transportation and delivery at site, storage and handling at site, cutting and bending of sheets to required shapes and sizes and erecting them on roof and sides using self-drilling, self-tapping fasteners which shall be hot dip galvanized with Xylon coated with EPDM Seals conforming to AS: 3566 class 3 with colour coated to match sheet panel at proper position. Roof sheet shall be laid in combination of colours as per approved colours scheme. The sheet shall have brand marking of the manufacture giving product details on the back of the sheet at regular interval confirmimg genuinity of the material. All works shall be completed in all respect as per specification, scope and description of works and as per direction of the Engineer-In-Charge. Mode of measurement shall be total covering area of sheeting. Lapping of sheets, ridges and flashes shall not be paid extra. (Only net laid area to be measured for payment) |
| 109 | Supply and erection of polycarbonate sheets on roof and sides: |
| 110 | Preparation of sheeting drawings, bill of materials, getting approval from consultant, including supply of 3 mm thick polycarbonate sheets as per IS:14443 of profile matching with roof and side sheeting as per item no ST-2 above with fittings and fixtures, water tight sealant, including GI welded wire mesh of 40x40x2 mm on the underside of polycarbonate sheets, transportation and delivery at site unloading, storage and handling at site cutting and bending of sheets to required shapes and sizes, including erecting them on roof and sides at proper positions, all work shall be completed in all respect as per specification, scope and description of work and drawings and as per direction of the Engineer-In-Charge (only net laid area to be measured for payment). |
| 111 | Supply, fabrication and erection of Turbo Vent |
| 112 | Preparation of drawings, bill of materials, getting approvalfrom consultant, including supply, fabrication of Turbo vent 600 mm diameter as per approved data sheet enclosed as Annexure S-6on roof including fixtures and fitting of the turbo vent on a 3mm FRP base with gel coating with profile matching of roof sheeting, including fittings and fixtures water tight sealant, including transportation and delivery at site, unloading, storage and handling at site, cutting to required shapes and sizes and erecting them on roof at proper position as per drawings, all works shall be completed in all respect as per specification, scope and description of works , drawings and as per direction of the Engineer-In-Charge. |
| 113 | PART III-ELECTRICAL WORKS |
| 114 | DISTRIBUTION BOARDS |
| 115 | Design, engineering, manufacture, shop testing, supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at site of 415V lighting panel(LDB), Structure mounting type in IP 42 weather proof (with hinged cover) sheet steel enclosure of approved make having 4 Pole MCCB (MCCB with microprocessor based LSIG Release) as incoming andSP/DP/TP MCB (9KA type) for out going circuit complete with wiring,indication lamp, ammeter etc including all labour and materials as per specification,SLD no.MEC/23VT/01/E/D4/CN/OL/1180/R00/A1 and the direction of Engineer-in-charge. The scope shall include supply of Double compression type cable gland and copper lugs for terminating 4C x 16 Sqmm Armoured cable in incomer and 3C x 2.5 Sqmm Armoured cable in outgoing. |
| 116 | Design, engineering,Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storage, of the complete earthing and lightning protection system, earth electrodes/ pit, earth main ring, earthing of electrical equipments, instrument panels, structural columns includingall associated civil work with all material (Like Bitumen coating) and labour as per specification and drawings approved by the company in with IS 3043. |
| 117 | Earth Pits - 3 Mtr long 100 dia, class B,GI PIPE Electrode with 12 mm thick chequered plate cover |
| 118 | GI Strip (50X6) mm |
| 119 | GI Strip (25X3) mm |
| 120 | Flexible PVC insulated Green colour 10sqmm copper wire along with lugs & hardware etc |
| 121 | Design, engineering,Supply, Laying, Termination, testing and commissioning includingpacking and forwarding, transportation, delivery at storage, of the 1.1kV grade XLPE insulated, PVC sheathed, FRLS, Armoured power cables (conforming to IS:7098 and specification) of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing, cutting of paved area, roads etc as required. The scope of works include making burried cable trench as per site requirement. |
| 122 | 4 x 10 mm2 2XWY |
| 123 | 3 x 2.5 mm2 2XWY |
| 124 | Design, engineering,Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storage of lighting fixtures complete with mounting bracket, Wheather proof, control gear box as per the type of fixture, LED lamps etc. including civil work with pipe inserts for cables and connecting work, with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 125 | Integral type IP 66, well glass fixture with 70 W LED luminaire (similar to Model no. LWV 12 - 70 (CDL) of Crompton make or equivalent). Each light fitting shall be supplied with 2 No"s Double compression type cable gland and copper lugs for terminating 2 Nos 3C x 2.5 Sqmm armoured cable. |
| 126 | Street lighting luminaire with IP 66 pressure die cast housing, toughened glass, cooling fins with 70 W LED Luminarie (similar to Model no. CRP-409-70-57-SL-GL-NSG of Crompton make or equivalent). The scope also includes supply and fixing of 1.5 Mtr GI Pipe bracket for fixing light fitting in structural columns. Each light fitting shall be supplied with 2 No"s Double compression type cable gland and copper lugs for terminating 2 Nos 3C x 2.5 Sqmm armoured cable |
| 127 | Socket |
| 128 | POWER SOCKKET - Supply, installation, testing & commissioning of 5/15 A, 240 V, 5 pin heavy duty switch socket outlets mounted in MS painted box housing, suitable for surface mounting, with internal wiring, complete in all respects as specified in the technical specification. The scope shall include supply of Double compression type cable gland and copper lugs for terminating 3C x 2.5 Sqmm Armoured cable. |
| 129 | Supply, installation, testing and commissioning of following sizes of GI Pipein required length ,supply of clamps, small iron structures, spacersplugs, sealent etc. and materials complete as per approved drawingsand directions of Engineer-In-Charge. |
| 130 | 100 mm NB |
| 131 | Supply, installation and commissioning of following Hot Dip Galvanized Perforated Typecable trays (as per IS 2629) including bends, tee, crosses,horizontal and vertical splices along with cable tray cover etc. as required including supply of all G.I hardwares, all labour and material as required as per standard drawings, specification and direction ofEngineer-in-charge |
| 132 | Perforated type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes. |
| 133 | 150mm wide |
| 134 | Part IV-INSTRUMENTATION WORKS |
| 135 | SUPPLY, ERECTION, TESTING, COMMISSIONING OF FDA SYSTEM AS PER TS WITH ERECTION HARDWARE / ACCESSORIES |
| 136 | Microprocessor based intelligent addressable Fire Alarm Control Panel with LCD display, keypad, built-in battery charger etc, meeting all technical requirements as given in the specification and necessary interface units for voice communication facilities for emergency broadcasting and including SMF batteries (backup of 4 hrs) and having loops capacity of 2 loops with necessary relay modules, Network card, RS232 port. Integrating with multiple FACP panel of Main Plant on Ethernet. Licensed operating software (dongle or any other form) of FDA panel with necessary training as required is also to be considered in the scope for future maintenance by the user. |
| 137 | Microprocessor basedAnalog two fire sensing elements (smoke- photoelectric and heat- fixed temperature) Multi-detector having LED indication for healthy fault & fire condition and detector mounting base with built-in line fault isolator. |
| 138 | Intelligent addressable Isolator Module with mounting box & plate, face-plate. |
| 139 | Manual Call Point - Chain & Hammer or Pull Station with in-built intelligent addressable module suitable for indoor/outdoor application including key enclosure with mounting box. |
| 140 | Horn-Strobe in RED housing FIRE marking, loop powered with in-built intelligent addressable module with mounting box & plate. |
| 141 | 1100 V grade PVC insulated PVC sheathed as per IS-1554 part-I FRLS outer sheath as per IS-10810 part 53 of 2C x 1.5 Sq.mm unarmoured copper cable (Loop Cable) |
| 142 | 25 mm dia medium gauge rigid GI conduit along with required mounting accessories like bends, couplers, connectors, GI clamps, supports etc. for installation along ceiling, walls (indoor walls, outside wall) conduits shall be medium grade as per IS 9537 part-III. |
| 143 | Junction Box- 4 way |
| 144 | SAC/HSN Code |
| 145 | TotalExcluding GST |
| 146 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Total |
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