Indian Oil Corporation Limited-IOCL has published Tender For Construction Of Non-Plant Buildings Impervious Tank Farm Development And Other Works. Submission Date for this Tender is 04-04-2023. Road Work Tenders in Mumbai Suburban Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Mar-2023 | Corrigendum for date | Date | 04-04-2023 |
| 2 | 17-Mar-2023 | Corrigendum | Technical Bid | 04-04-2023 |
| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | EARTH WORK |
| 3 | a) The prices for all excavations are to include for removing and clearing away all shrubs, bushes, roots etc. b) The prices are also to include for all leveling and ramming foundation beds, trimming of sides and bottom grading to proper level as required. c) Removal and carrying shall include for all loading, unloading and handling as may be necessary and also all necessary means of transport (Mechanical or manual as required). d) Where excavation are made the prices are also to include removal of water accumulated due to subsoil seepage, rains or from any kind of sources, either by pumping or by bailing or by any suitable method like well point dewatering etc. if reqd. No extra payment shall be made for dewatering.This also includes for draining out the pumped water to nearby available drainage system. e) Normally payment of earth work shall be made according IS : 1200. f) Nothing extra shall be paid for sorting /screening of excavated materials to obtain good earth for filling. g) Nothing extra shall be paid on account of any liftfor disposal of excavated materials. |
| 4 | h) Where excavation are made in excess of the depth required, the contractor shall at his own expense fill up tothe desired level with lean concrete of mix 1:5:10 (1 Cement: 5 Coarse sand: 10 Graded stoneaggregate 40 mm nominal size. i) Rate shall include Royalty, Taxes, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account. j) Soft / loose soil also includes filled up earth / murrum. k) The filling for earth / murrum or sand shall be done in layers not exceeding 20 cm in thickness (consolidated) withSuitable means to achieve 95% dry density at Optimum Moisture Content corresponding to standard Proctor test compaction with vibroroller (8 to 10MT capacity) & vibro compactor in confined spaces. l) For other conditions please refer document. |
| 5 | Clearing jungle from plot (excluding areas under excavation) including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place as per direction of Site in charge. |
| 6 | 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 including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600. |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual meansincluding disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed including all lead and lifts/depth. All kinds of Soil such as ordinary/hard soil, kankar, murrum, gravel, pebbles, bajri, removal of shrubs, uprooting the tree roots etc. and all types of material encountered in excavation including excavation of saturated soils, mud, sludge etc. |
| 8 | Extra for levelling & neatly dressing of disposed soil completely as directed by engineer in charge |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. a) All kinds of Soil |
| 10 | 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, within premises and lift upto 1.5m |
| 11 | Supply & filling imported local earth (including royalty) of approved quality, inplot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction usingminium 15 ton capacity vibro-compactor with a adequate minimum of passes for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density of the material. Note: a) Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer. b) Tenderers to note that approval from IOCL shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities or NABL acredited labs (As approved by IOCL/PMC Engineer) have to be submiited for the parameters specified by IOCL prior to undertaking filling in the site. c) Item rate is inclusive of applicable Royalty for the imported earth, charges for Specific approval to be obtained from concerned Statutory Authorities & Necessary Royalty receipts/ NOC to be submitted by the Contractor. d) Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. e) No extra cost shall be payable by IOCL on account of payment of any statutory fees and compliances sought by statuory authorities from tenderer both within & outisde the premises. |
| 12 | Supplying and filling in plinth with local coarse sand within grading zone III within specified grading zone of fine aggregates specified Tender specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 13 | HARD-CORE SOLING: Providing and laying dry stone hard rubble/boulder soling of required thickness under floor, ramps, walls, foundation, trenches, etc. & for similar situations at plinth level/ below plinth level including watering, ramming, Bliding, and well consolidating, laying in regular lines , levels, interstices, filled with smaller stones /chips of appropriate size [with material confirming to grade-I (size 75 mm to .075 mm)] and sand consolidated with copious watering as specified & finished to the required level, complete as per specification compacting with vibratory power & direction of by site engineer. The soling shall be laid and hand packed true to grade and section and these shall be often checked by borning rods,temple boards,fish line,etc..The grades sections etc.of soling shall correspond to those of the surfacing coming thereon.The soling thus laid shall be finished by knocking out projecting stones and filling depressions by chips to reach up to the grade & camber. (Payment shall be made of finished compacted thickness of hard core) |
| 14 | CONCRETE WORK/ REINFORCED CONCRETE WORK |
| 15 | a) The prices for concrete in beds and slabs are to include for laying on any type of sub grade, laying to falls, or cambers and for preparing surfaces to receive concrete. b) All concrete surfaces shall be finished to a fair face to give a smooth and even surface. Nothing extra shall be paid on this account. c) The prices are to include leaving pockets, cut outs and holes and to provide wooden boxes or any other suitable arrangements in RCC for bolt holes in slab, beams, walls, foundation of equipment"s etc. as per approved working drawing. (Nothing extra shall be paid on this account) d) No deduction in RCC quantity shall be made for pockets and nothing extra shall be paid for providing pockets as mentioned in para "C" above. e) Measurement of opening in concrete work/RCC work: For measurement of openings in concrete work / RCC works, shall be as per IS: 1200 Part-III. |
| 16 | f) All pocket holes are to be properly covered by suitable means so that dirt, rain water etc. etc., should not enter the pockets/holes etc. (Nothing extra shall be paid on this account.) g) Threads of bolts etc. which have already been fixed in the pockets are to be greased and polythene sheet properly covered with gunny bags to protect it from damages from all sources. (Nothing extra shall be paid on this account.) h) The prices shall include for all rebating, trotting, chamfering weathering, molding etc. to accord withthe details shown on the approved working drawings. i) Nothing extra shall be paid for any intricate concrete work for foundations of equipment"s and machinery (dynamic/static), RCC wall and other superstructure works or any delay in concreting in small and thin sections in PCC or RCC works. j) The prices for concrete are to include for hoisting and / or lowering to any height and/or depth required and in any type of form work, packing around reinforcement where required and finishing the surfaces, to fair andeven surface. |
| 17 | k) The prices shall include working up or hacking of concrete surface for providing keys for further concrete work and shall also include all plane, rebated or grooved constructional and other joints. l) The design mixes of all controlled concrete of various grades shall be established by the contractor on the basis of weigh batching, at the beginning of work. In all concrete / RCC work graded coarse aggregate shall be used. Any concrete work with honey comb shall be rejected and the work has to be redone by the contractor at his own cost. m) Concrete admixtures for workability if necessary, may be used in RCC if decided by Engineer-in-charge. No extra payment for mixing etc, shall be made on this account. n) Machine and equipment foundations shall mean all foundations including pedestals of vessels, towers, pumps, compressor motors, or any other equipment or machinery (both static and dynamic), pipe supports, etc. and the like. o) The prices are also to include the removal of water caused by rains/seepage etc. either pumping or by bailing out or by special means like well point dewatering etc. that may accumulate in the trenches and foundationpits etc. p) Approved brand of 43 grade cement shall be used for preparing design mix & cement shall be tested as per relevant IS Codes.The prices are to include the supply of cement by the contractor. q) Anti shrinkage compound used in grouting shall be paid separately. r) The source of supply for sand and stone chips shall be approved by IOCL. |
| 18 | Following additional points to be noted for Ready Mix Concrete(RMC) a) Ready mix concrete (RMC) of approved vendor at the site of casting including coordinating with Engineer-in-charge, prior to casting, making all arrangement to unload the concrete so as to ensure that RMC is not detained for unloading, placing the concrete at site, vibrating, taking concrete cubes, testing, curing the concrete etc. complete in relevant items. b) Necessary schedule will have to be submitted by agency 3 days in advance so that proper coordination with Engineer-in-charge is done. c) It shall be ensured that shuttering done by contractor shall be adequate to withstand pumping pressure. d) Any loss of material shall be contractor’s responsibility. e) Submission of test results at RMC mixing plant site as well as casting site shall be contractors responsibility f) Desired design mix shall be got approved from Engineer-in charge before placing order for RMC. g) Any toll taxes applicable to be borne by the contractor. h) Any other taxes as levied by Govt.from time to time shall be deemed to be inclusive in the contract. i) Approved brand of 43 grade cement shall be used for preparing RMC & Cement shall be tested as per relevant IS Codes. Cement supply shall be in contractor’s scope. |
| 19 | PLAIN CEMENT CONCRETE: Providing and laying cement concrete in foundation, footings and base for columns/walls including proportioning, mixing in mechanical mixer, laying vibration by means of mechanical vibrators, curing etc. complete including the cost of shuttering:- |
| 20 | Concrete of mix 1:2:4( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 21 | Concrete of mix 1:3:6( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 22 | Concrete of mix 1:4:8(1 Cement : 4 Coarse Sand : 8 Graded stone aggregate of 20 mm nominal size) |
| 23 | REINFORCED CEMENT CONCRETE |
| 24 | IN FOUNDATION &PLINTH: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concretewith 20mm and down size graded crushed stone aggregates for all leads, levels, depths, shapes and thickness for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge - M-25 grade reinforced cement concrete UP TO PLINTH LEVEL Note :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge. c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC. d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 25 | IN DRAINS: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concretewith 20mm and down size graded crushed stone aggregates for all leads, levels, depths, shapes and thickness for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete UP TO PLINTH LEVEL Note :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge. c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC. d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 26 | IN SUPERSTRUCTURE: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete with 20mm and down size graded crushed stone aggregates for all leads, levels, depths, shapes and thickness for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete ABOVE PLINTH & UP TO FLOOR 5 LEVEL Note :- a. Minimum Cement content considered in this item is @330 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge. c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC. d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. |
| 27 | SHUTTERING & CENTERING: Centering and shuttering including strutting, propping etc. with suitable materials as per Tender conditions & specifications and removal of form for: - |
| 28 | Foundations,footings,bases of columns, etc. for mass concrete RCC |
| 29 | RCC Walls, Slabs (anythickness) including attached pilasters, buttress, plinth and string courses etc. |
| 30 | Lintels, beams plinth beams,girders bressumers and cantilevers |
| 31 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 32 | Providing grouting in pockets/bases etc(As per Technical specification), cost of grouting, including supply of materials shall be covered in the unit rates. Rates shall include cost of labor, supervision, deployment of tools & tackles, consumables, materials and other associated arrangements required to execute all the related activities. Grouting using Free flow non shrinkable grout material CONBEXTRA GP-2 or approved equivalent etc |
| 33 | REINFORCEMENT & EMBEDMENTS a) Wastage in cutting will not be paidOnly steel actually fixed in position will be paid by the linear measurement i/c hooks, chairs, dowels and laps. Only authorized hooks and laps approved in bar bending schedule shall be paid. Lapping of bars will be allowed only where the required bar length exceeds the standard lengths available unless otherwise approved. All other laps provided unless otherwise specified in the drawings shall not be measured and paid for. Weight of binding wire shall not be measured for payment.The prices are to include for the supply of all Reinforcement & Embedment at site by the Contractor. b) Reinforcement are to be tack welded in addition to binding by 18 SWG annealed wire wherever necessary to impart fixity. Bars of 28 mm dia & above shall also be provided with stitch weld in additions to binding with annealed iron wire and nothing extra will be paid for stitch welding. Stitch welding shall be done as per IS specifications. No extra claim shall be entertained on this account. c) Supplying,cutting, bending, hoisting, placing in position with proper precast concrete block cover and binding with 18 SWG annealed wire, high yield strength deformed bars as per IS: 1786 for all R.C.C works including all necessary handling at all heights anddepths complete in all respects and as per direction of the Engineer-in-Charge. |
| 34 | Thermo Mechanically Treated Bars Fe- 500D grade or more, Conforming to IS1786 |
| 35 | Mild steel,medium tensile steel bars etc conforming to IS 432-I&II |
| 36 | Supplying and fixing MS foundation bolts with necessary GI double nuts and GI washers of specified sizes,with suitable anchorage all conforming to relevant Indian Standards and as approved by Engineer-in-charge : |
| 37 | STRUCTURAL STEEL |
| 38 | Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 or higher of I.S:1367 at all height as per approved fabrication drawings of all types of structural steel work in rolled steel joists, channels, angles, tees, flats, plates, lattice members built up / compound sections in columns, portals, girders, beams, bracings, trusses, purlins, rafters, staircase, steps, hand-railings, walkway, cat ladder with cages, toe plates, side walling, trestles, etc. including gusset plates, anchor plates etc., including site and shop fasteners, riveting, bolting, welding at shop or work site at all heights etc. & including applying approved coats of primers, undercoat and finish painting as per Technical specification. Complete as per drawing and direction of Owner / Consultant. (All material supply is in contractor’s scope including paints ) Providing and applying Anticorrosive treatment to structural steel surface as per below specifications. a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron) c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron) d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL. Payment will be on the basis of weight of structural steel provided. |
| 39 | Structural steel work riveted, bolted or welded 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 & including applying approved coats of primers, undercoat and finish painting as per Technical specification. Complete as per drawing and direction of Owner / Consultant. (All material supply is in contractor’s scope including paints ) Providing and applying Anticorrosive treatment to structural steel surface as per below specifications. a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron) c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron) d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL. Payment will be on the basis of weight of structural steel provided. |
| 40 | Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete-Hot finished welded type tubes |
| 41 | Supplying, providing, shop fabricated, steel pressed lock, erection of galvanised electro forgedgratings comprising of shaped, grating and stair treads out of steel using 25x5mm/6mm flat bars and 6mm MS twisted Bars as per requirements duly welded/fixed/clamped to base frame and as shown in relevant drawings including galvanizing of gratings as per enclosed specifications. Note:- Finished size of grating laid shall be measured for the purpose of payment. Pitch of the main flat bars(25x5mm) shall be 33-35mm and the pitch of the 6mm twisted rod (cross members) shall be 100mm, the outer frame of grating of all sizes shall be 25x5mm/6mm FB or as per approved drawing. |
| 42 | Fabrication & Erection of IOC supplied structural steel work riveted, bolted or welded in single/ built up sections,trusses & framed work hoisting, fixing in position and including surface preparation, applying a priming coat & final coat of approved steel primer all including cutting, complete as per Technical specification. Complete as per drawing and direction of Owner / Consultant. |
| 43 | BRICK WORK/ FINISHING/ PAINTING |
| 44 | Providing and laying Brick work with bricks of minimum class designation 50 as per CPWD Specification unless otherwise mentioned including scaffolding. The rates are to include for work at any height / depth and for all necessary scaffolding, support arrangements etc. as required. |
| 45 | Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 46 | Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) in superstructureABOVE PLINTH AND UP TO FLOOR V LEVEL |
| 47 | Half brick masonry with Class designation 5.0 bricks in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructureABOVE PLINTH & UP TO FLOOR V LEVEL |
| 48 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry |
| 49 | FINISHING & PAINTING: |
| 50 | Providing and laying cement plaster on surfaces in one/two coats including curing etc. a) The prices are to include for work at any height / depth and for all necessary scaffolding etc. as required. b) The prices shall also include for making to form key for plaster and for all work in narrow width formed angles, chamfered external angles and for making good the faces. c) Plastering shall be measured in sq. meter area of the surface to be plastered, as per IS: 1200 (Part XII). The rate shall include erecting and removal of scaffolding all labour, all materials, equipment, plants, tools and all incidental expenses to complete plastering, pointing, rubbing out joints, cleaning, wetting, filling with cement mortar, troweling etc. and making of drip moulds, grooves, vattas, bands etc. including curing. d)The prices are to include the supply of cement at site by the contractor. e) Sand used for plastering shall be from approved sources. f) Hacking of RCC surfaces shall be done when the concrete is green in order to provide key to plaster. g) Plastering shall be done using 1 Kg of water proofing compound to every bag of cement used. h) The above cost includes the rates for making Plaster Band, Elevation Plaster Treatment & etc in any shape & size in plaster or as directed by EIC. |
| 51 | i) 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 52 | ii) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarses and) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. |
| 53 | iii) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 54 | Rough cast plaster upto 10m ht above ground level with mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement, ordinary cement finish using Ordinary Cement |
| 55 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 56 | Providing and fixing 150 mm wide Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. |
| 57 | Providing neat cement punning |
| 58 | Add for plaster drip course/groove in plastered surface or moulding to all type of RCC projections |
| 59 | Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 60 | Internal Wall painting with acrylic emulsion paint of approved brand/manufacturer to give an even shade with 2 or more coats as per manufacturer"s specification to achieve required shade and colour complete as specified by IOCL. |
| 61 | Finishing walls with Acrylic Smooth exterior paint with Two or more coat applied @ 1.67 ltr/10 sqm over & including base coat of water proofing cement paint applied @ 2.20kg/10 sqm to achieve required shade and colour complete as specified by IOCL. |
| 62 | FLOORS & BASES |
| 63 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surroundings of pipes and conduits etc. complete (Plinth area of the building at ground floor only shall be measured). The scope of work is to set up a chemical barrier against attack by subterranean termites while the building is under construction. All work shall in general be executed as specified in IS: 6313 Part II-2013 Revisedand as per approved specification of the agency having special know-how for the job.All necessary work to ensure uniform distribution and proper penetration of treatment of treating solution shall be done according to the instruction of the Engineer.Soil treatment shall not be done when it is raining or when the soil is wet with rain or subsoil water.Once formed, the treated soil barrier shall not be disturbed. Any of the following chemicals (conforming to relevant Indian Standards) in water emulsion shall be applied by pressure pumps, uniformly over the area treated. |
| 64 | Chlorpyrifos Emulsifiable (IS 8944-1978) :1.0% Concentration by Weight"OR "Imidacloprid 30.5% SC |
| 65 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil |
| 66 | Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption"s less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified |
| 67 | Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 68 | Skirting with size of Tiles 60x60Cm in Cement mortar 1:4 |
| 69 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. |
| 70 | Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete. |
| 71 | 40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 72 | 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound is mixed @2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2 mm thick PVC strip at desired spacing, cost of nosing in steps etc. complete. |
| 73 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matchingpigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to givehigh gloss finish etc. complete at all levels. |
| 74 | Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 75 | Extra for providing edge moulding to 18mm Granite/ marblestone counters,Vanities etc. including machine polishing to edge to give high gloss finishetc.completeasperdesign approvedby Engineer-in- Charge. |
| 76 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters & similar location in marble/Granite/stone work including necessary holes for pillar taps etc.including rubbing and polishing of cut edges etc.complete |
| 77 | 25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing wax polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 78 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand)jointed with grey cement slurry mixed with pigment to match the shade of the slabs,including rubbing wax polishing complete. |
| 79 | ALUMINIUM WORK & ACCESSORIES / DOOR & WINDOWS |
| 80 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately. |
| 81 | Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 82 | For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 83 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per direction of Engineer in Charge complete Upto 5mm depth and 5mm width |
| 84 | Providing & fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 25 of approved design/pattern, with approved standard section & fixed to the existing window frame with C.P.brass /stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment) |
| 85 | Providing and fixing panelling or panelling and glazing in panelled or panelled & glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : |
| 86 | iii) 12mm Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823 marked. |
| 87 | GLASS: Providing and fixing glazing(Clear/Colour tinted) in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item): |
| 88 | With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) |
| 89 | ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) |
| 90 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 91 | With toughened glass panes of 5.0 mm thickness |
| 92 | With toughened glass panes of 12.0 mm thickness |
| 93 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. |
| 94 | Providing & fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868)transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm |
| 95 | Providing & fixing bright finished brass tower bolts(barrel type)with necessary screws etc. complete : |
| 96 | 200x10 mm |
| 97 | 100x10 mm |
| 98 | Providing and fixing 150 mm bright finished chrome plated brass hanging type floor door stopper with rubber cushion necessary brass screws, etc. complete.to suit shutter thickness complete |
| 99 | Providing & fixing chrome plated brass100mm mortise latch with one dead bolt with 6 levers & a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
| 100 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge: With stainless steel cover plate |
| 101 | Powder coated minimum thickness 50micron aluminium: Providingandfixingaluminiumcasementwindowsfastenerof required length for aluminium windows with necessary screws etc. complete. |
| 102 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogeneous fine cellular structure having smooth outer integral skin having 62mm width and 32mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38mm x 4mm & PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer"s specification and direction of Engineer-in-charge. |
| 103 | Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer"s specifications and direction of Engineer-in-charge. |
| 104 | Decorative finish (both side wood grained finish) |
| 105 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately). |
| 106 | Providing & fixing ISI mark flush door shutters conforming to IS:2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains/cross bands & face veneers on both faces of shutters |
| 107 | 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 108 | Supplying and fixingof Pull Handle : Yale or approved equivalent make or approved equivalent makeYEH-300 Pull Handles 19mm D Type 300mm BTB |
| 109 | Supplying and fixingof Mortise Lock : Yale or approved equivalent make 38P3- Entrance Lock with 60mm backset with 72 mm centers with Latch (Stainless steel) and double throw deadbolt (stainless steel) conforms to EN12209 and prepared for euro profile cylinder including strike plate in satin stainless steel finish and SS strike plate with complete set including the fixing accessories 35 - 50 mm thick door. |
| 110 | Supplying and fixingof DORMA or approved equivalent make pull Handle TGDI-D 300 Single Side with adjustable fixing for wood and metal doors in satin stainless steel. The pull handles should have supporting washer with raised beveling on the outer surface. Length =300mm, 22mm dia, -SS304 |
| 111 | Supplying and fixingof Male sign plate 3020 - M / 3030 - F DORMA or approved equivalent make for WC application with fixing screws size 125 x 125mm, rounded corners in SS 304 satin stainless steel finish. Marking in black |
| 112 | Hollow Metal Door (Without Fire Rated) Providing and fixing of Hollow metal doors confirming to IS16074 & IS 4351 made of pressed galvanized steel confirming to IS 277 with the following specification. Doors shall be with vision glass as a part of complete assembly. Approved manufacturer Shakti Met-dor or approved equivalent. Door frame shall be single rebate profile of size125 x 60mm made out of 1.2mm (18gauge) minimum thick galvanized steel sheet. Frames shall be mitered and field assembled with self tabs. Bolted & butted joints are not acceptable. All provision should be mortised, drilled and tapped for receiving appropriate hardware.Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Door leaf shall be 46mm thick fully flush double skin door, with or without vision lite. Door leaf shall be manufactured from minimum 0.8mm (22guage) thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided a clipon arrangement. The Vision Lite wherever applicable should be provided for 5mm clear toughned glass as per manufacturers recommendation with a clipon arrangement. Door leaf and frames shall be finished with Pure Polyster Powder coating with minimum 50 microns thickness and shall have passed minimum 500 hours of salt sprey test. Rate should include supply and installation of door and hardware as mentioned below |
| 113 | Hollow Metal Single leaf door of size D1 : 1000x2100mm with vision panel (200x300) with below hardware details all complete. Note: Hinges BB 4330, 5Knl, 2 Ball bearing hinges size 4"x3"x3mm SS 304 - 06 nos. M.s sliding bolt size: 300 x 16mm- 2nos Door closer HDC03 EN 3 with std arm Silver, Hormann - 01 no. Mortise Dead lock inc strike H4, 55mm BS, 20mm sq.forend, SSS finish - Hormann - 01 no. EP Cyl. 5 pin both side key length = 70mm, . 5702, 70mm Key x Key, NP finish - Hormann- 01 no. Pull handle L=300mm, 19dia, back to back in SS 304 - 02 nos. Concealed Flush Bolt (300mm) - 01 no. Vision Glass (300mm x 500MM ) with Adhesive tape - 02 nos. |
| 114 | Hollow MetalDouble leaf door of size D1 : 1500x2100mm with vision panel (200x300) with below hardware details all complete. Note: Hinges BB 4330, 5Knl, 2 Ball bearing hinges size 4"x3"x3mm SS 304 - 06 nos. M.s sliding bolt size: 300 x 16mm- 2nos Door closer HDC03 EN 3 with std arm Silver, Hormann - 01 no. Mortise Dead lock inc strike H4, 55mm BS, 20mm sq.forend, SSS finish - Hormann - 01 no. EP Cyl. 5 pin both side key length = 70mm, . 5702, 70mm Key x Key, NP finish - Hormann- 01 no. Pull handle L=300mm, 19dia, back to back in SS 304 - 02 nos. Concealed Flush Bolt (300mm) - 01 no. Vision Glass (300mm x 500MM ) with Adhesive tape - 02 nos. |
| 115 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. |
| 116 | Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). |
| 117 | Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm). |
| 118 | ROOF FINISH |
| 119 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat ofbitumen primer for bitumen membrane @ 0.40 ltr/sqm.by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strengthinlongitudinalandtransversedirectionas300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3mm thick |
| 120 | FALSE CEILING |
| 121 | Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing‘C’wallangle of size 20x30x20mmmadeof0.5mmthickprepaintedsteel along the perimeter of the room with help of nylon sleeves & wooden screws at 300mm center to centre,suspendingthe main C carrier of size 10x38x10mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6mm,rawl plugs of size 38x12mm & C carrier suspension clip and main carrier bracketat 1000mm c/c. Inverted triangle shaped Spring Tee having ht. of 24mm & width of 34mm made of GI steel 0.45mm thick is then fixed to the main C carrier & in direction perpendicular to it at 600mm centers with help of suspension brackets.Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used.All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in tiles into spring "T" with: |
| 122 | ii) GI Metal Ceiling Clip in plain Bevelled edge global white colour tiles of size 600x600 & 0.5mm thick with 25mm height, made of GI Sheet having galvanizing of 100 gms/sqm (both sidesinclusive) and 20% perforation area with 1.8mm dia holes & having NRC of 0.5, electrostatically ,polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation |
| 123 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24g wire and mesh, for top most ceiling of building. |
| 124 | Providing & Fixing 15mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/cosmos / Hexa or equivalent) of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main "T" runner suitably spaced at joints to get requiredlengthandofsize24x38mm madefrom 0.33mm thick (minimum) sheet, spaced 1200mm centre to centre, and cross "T" of size 24x28mm made out of 0.33mm (Minimum) sheet, 1200mm long spaced between main"T" at 600mm centre to centre to form a grid of 1200x600mm and secondary cross "T" of length 600mm andsize 24 x28mm made of 0.33mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600mm panel to from grid of size 600x600mm resting on periphery walls / partitions on Perimeterwall angle pre- coated steel of size(24x24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm thick densified edges calcium silicate ceiling tiles of approved texture (Spintone/Cosmos/hexa) in the grid including,cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required, Main "T" runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm ceiling with 12.5 mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm spaced at 1200mm centre to centre along main"T", bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint for all heights,as per specifications,drawings & as directed by engineer-in- charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames /opening (cut outs) having area less than 0.30 sqm.The calcium silicate tile shall have NRC value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance & also having thermal conductivity<0.043 w/mK |
| 125 | METAL SHEETING |
| 126 | Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. The colour shall be decided as per IOCL. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 127 | i) Profile Sheet for roofing |
| 128 | ii) Plain Sheet for Ridges (500 - 600mm). |
| 129 | iii) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 130 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 131 | ROLLING SHUTTER |
| 132 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,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 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover |
| 133 | Providing and fixing ball bearing for rolling shutters. |
| 134 | SANITARY PLUMBING & DRAINAGE |
| 135 | Providing and fixingWhite Color European Water Closet - Wall mounted type with integrallow levelflushing cistern(Dual flushing type-3 liter/ 6 liter (adjustable to 4 liter/ 2.5 liters)-"P" trap including following accessories: solid seat and cover with rubber buffers and flap, brackets, brass screws with washer, 15mm CP Angle valve with connection tube,CP wall flange, pan connector, CI chair bracket,all hardware items like wall brackets bolts washers & screws & brackets to bepainted with two coats of enamel paint of approved shade over a coat of primer and necessary screws,etc.complete. Works including cutting and making goodthe walls /floor wherever required,etc., complete. Kohler make –Model no K-72755IN-S-0 P-trap 203mm Fixing 15mm CP Angle valve -Kohler make –Model no 11568IN-7-CP" |
| 136 | Providing, fixing, testing and commissioning of white vitreous china glazedwall mountedwater closet (European type) of approved makeWith concealed cistern with necessary water connection with integrated angle stop valve production cover for service opening to be cut to the length, WC outlet bend, WC connection set dia 90mm, 2 threaded rods M12 for ceramics fastening,4adjustable fastening brackets, with fastening materials, with actuator plate, complete and the EWC shall be with necessary check nut, stopcock etc., seat and lid, CP brass hinges and rubber buffers, Concealedflushing cistern with fittings, supporting bolt /CI / MS brackets. etc. cutting and making good the walls and floors wherever required all complete as per specification and direction of the Client/PMC/Architect Basic + NC Wall Hung Toilet TOTO make –model no C762E#XW Duroplast Seat & Cover W/Metal Hinges & Soft Close TOTO make –model no TC384CVK Slip in Connector TOTO make –model no - Slip in Connector Concealed Tank with Half Frame TOTO make –model no WH131MHF Flush Panel TOTO make –model no MB002R" |
| 137 | Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C.flushing cistern including flush pipewith manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required -White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 138 | Supplying , fixingin position and testing C.P. health faucetwall hook 1.2 metre long flexible tube, angle cock with wall flange all complete including cutting and making good the walls wherever required. 15mm CP Angle valve with connection tube model no: CON-053-KN Complementary™ Deco health faucet with metal hose and holder in polished chrome Kohler make –Model no 12927in-cp Fixing 15mm CP Angle valve -Kohler make –Model no 11568IN-7-CP |
| 139 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water ( 250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. Wall Hung Urinal W/ Built in Sensor (DC Type) TOTO make –model no USWN925A#XW" |
| 140 | Providing and fixing white vitreous china flat back or wall corner type lippedfronturinalbasinof430x260x350mmand340x410x 265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 141 | i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 142 | Supplying, installing, testing and commissioning ofWhite color Oval Wash basin size 550x410mm(below counter ) type withCP Pillar tap,32mm dia CP waste coupling, 32mm dia CP bottle trap with extension pipe, pair of stainless steel bolts,with bracket (MS /CI ) to support to the basin,15mm CP angle valve with CP inlet connection tube , CP wall flange, including necessary brakets etc complete. Under Counter Lavatory TOTO make –model no LW546M#NW1 P-Trap for Lavatory (L= 262 mm) TOTO make –model no THX1A-3N Pop up waste for basin with over flow slot TOTO make –model no T6JV6 Self-closing faucet, Prismatic type Kohler make –Model no2074IN-8-CP Stop Valve W/O Flexible Hose TOTO make –model no TX277SV1 |
| 143 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : ( Under the counter, Oval of aproved make Kolher, Roca, Parryware, Hindware , Cera or equivalent as per EIC) |
| 144 | i) White Vitreous China wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 145 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required, Kitchen Sink with Drain board |
| 146 | i) Sink with drain board 510x1040mm bowl depth 250mm |
| 147 | Supplying,installing, testing and commissioning ofCP sink cock with swivel spout wall mounted etc, includingcutting and making good the walls wherever required etc., all complete as directed by Engineer Wall Mounted Kitchen Faucet TOTO make –model no TTKR101 |
| 148 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 149 | Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete-With Flexible pipe of 32 mm dia |
| 150 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 151 | Providing and fixing of bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 152 | Providing and fixing toilet paper holder : C.P. brass |
| 153 | Providing and fixingliquid soap container of approved make near wash basins with necessary fixing screws and clamps etc., complete. |
| 154 | Supplying,installing, testing and commissioning ofElectric hand drier twin blower integrated with timer (0-3min) and infrared arrangement. The timer shall be fully automatic Kohler make Model no 5486T Hand dryer" |
| 155 | Providng and fixing 600mm long CP towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arangement of approved quality colour and make. Towel Bar(L=600) TOTO make –model no YT406S6RC |
| 156 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms |
| 157 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. |
| 158 | ii) 110 mm diameter |
| 159 | Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 160 | ii) 110mm Coupler |
| 161 | Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws ofrequired length including cutting brick work & fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 162 | ii) 110 mm |
| 163 | Providing and fixing with clamps i/c cutting chases and making good the wall etc. concealed or embeded under floors unplasticised Rigid PVC Pipe and waste pipes(Prince or equivalent)conforming to IS:13592 Type B including fitting conforming to IS:14735 such as, but not limited to, all type of bends, tees, Ys with or without door, couplers, unions, reducers, acess/socket plug, busings, gully, floor, nahni trap with jali,etc, as required, all necessary accessaries required for making it water tight. This includes jointing of pipes & fittings with one step solvent cement and testing of joints complete as per direction of Engineer-in-Charge, Single socketed pipes. |
| 164 | b) 110 mm dia nominal bore. |
| 165 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall |
| 166 | iii) 25 mm nominal outer dia Pipes |
| 167 | iv) 32 mm nominal outer dia Pipes |
| 168 | v) 40 mm nominal outer dia Pipes |
| 169 | vi) 50 mm nominal outer dia Pipes |
| 170 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. |
| 171 | i) 15 mm dia nominal bore |
| 172 | ii) 20 mm dia nominal bore |
| 173 | Providing and fixing C.P. brass long body bibcock of approved quality conforming to IS standard and weighing not less than 690 gms. 15mm nominal bore Kohler make Model No. K-16093IN-4-CP or equivalent |
| 174 | Providing and fixing brass stop cock of approved quality : |
| 175 | i) 15 mm nominal bore |
| 176 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 177 | i) 25 mm nominal bore |
| 178 | ii) 32 mm nominal bore. |
| 179 | iii) 40 mm nominal bore |
| 180 | Providing and fixing gun metal non return valve of approved quality (screwed end) : 40 mm nominal bore, horizontal bore. |
| 181 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 182 | i) 15 mm nominal bore |
| 183 | Providingandfixingsquare-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
| 184 | v) 180x150 mm size P type with common burnt clay bricks of class Designation 7.5 |
| 185 | iii) 150x100 mm size P type with common burnt clay bricks of class Designation 7.5 |
| 186 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions,total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 187 | Inside dimensions 455x610mm and 45cm deep for single pipeline with common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 188 | Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 189 | Inside dimensions 600x 850 mm and 45 cm deep for pipeline with 3 or more inlets, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 190 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 191 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty |
| 192 | 150 mm dia. R.C.C. pipe |
| 193 | 300 mm dia. R.C.C. pipe |
| 194 | Providing and laying non-pressure NP3 class (Medium class) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete |
| 195 | 600 mm dia. R.C.C. pipe |
| 196 | 900 mm dia. R.C.C. pipe |
| 197 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade |
| 198 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 199 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : |
| 200 | 100 mm diameter |
| 201 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 202 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 203 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm, in the recharge pit, over gravel layer for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 204 | Supply and packing Gravel in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 205 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25,of size1000x450x50mm, reinforced with 8mm dia four nos longitudinal & 9nos cross sectional T.M.T.hoop bars,including providing 50mm dia perforations @100 to125 mm c/c, including providing edge binding with M.S. flats of size 50mmx 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 206 | MISCELLANEOUS |
| 207 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well |
| 208 | Providing & fixing hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing and similar works including applying priming coat of approved steel primer:M.S. tube |
| 209 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or moreover an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 210 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c 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 as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 211 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately) |
| 212 | Providing & fixing partition upto ceiling height consisting of G.I. frame & required board including providing & fixing of frame work made of special section power pressed/ roll form GI sheet with zinc coating 120gm/sqm(both side inclusive) consisting of floor and ceiling channel 50mm wide having equal flanges of 32mm & 0.50mm thick fixed to the floor & ceiling at the spacing of 610mm centre to centre with dash fastener of 12.5mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48mm wide having one flange of 34 mm and otherflange 36mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610mm centre to centre by 6mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, Galvanised M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each with Zinc Coating of 120gm/sqm (both sides inclusive) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corner (25 mmx 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture"s specification and direction ofengineer in charge all complete |
| 213 | i) 75 mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum (GRG) plaster board conforming to IS: 2095: part 3:1996 (Board With BIS Certification Marks). |
| 214 | Supply and laying of LDPE sheet: Making leak detection membrane by providing Black Low Density Polyethylene (LDPE) film, 4000 gauge (=1mm thickness) as per IS 2508-1984. Joints in the film shall be heat-sealed insitu during laying of the film, using a 3-sealer thermostatically controlled electric iron and checked carefully.The film may be laid at a slopeof atleast 1 in 200, to effectively drain leaked product, if any, away from the sand pad.The film shall be anchored at the end/periphery of the ring beam, as per tender specification & shown in drawing. |
| 215 | ELECTRICAL ITEMS |
| 216 | MCB DISTRIBUTION BOARD INCLUSIVE OF SINGLE PHASE MCB Supply & fixing of MCB Distribution Board double door type, IP-42, inclusiveof MCB, Single Phase, as per approved make of following types with all accessories such as tinned copper busbars, neutral link, earth bar, din bar, knockouts, interconnections, earth studs, etc. (MCB - 10KA Breaking Capacity) |
| 217 | Normal Lighting Panel |
| 218 | Design, Supply, Installation, Testing, & Commissioning of 415V, 50 Hz, 3 Ph, 4 Wire, 63A, 10 kA for 1 sec. Al busbar, Indoor Type, Floor/Wall mounted weatherproofLighting Panel IP55 Incomer : 1 No. 63A, 4P RCBO 30 mA sensitivity Outgoing : 12 Nos. 16A, SP MCB |
| 219 | Emergency Lighting Panel |
| 220 | Design, Supply, Installation, Testing, & Commissioning of 415V, 50 Hz, 3 Ph, 4 Wire, 63A, 10 kA for 1 sec. Al busbar, Indoor Type, Floor/Wall mounted weatherproofLighting Panel IP55 Incomer : 1 No. 63A, 4P RCBO 30 mA sensitivity Outgoing : 12 Nos. 16A, SP MCB |
| 221 | Power Distribution board |
| 222 | Design, Supply, Installation, Testing & Commissioning of 415V, 63A, 10 kA for 1 sec. Al busbar,Indoor Type, Floor/ wall moun ted Weatherproof Power Distribution Board IP55 Incomer : 1 No. 63A, 4P RCBO 30 mA sensitivity Outgoing : 18 Nos. 16A, SP MCBs |
| 223 | Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make |
| 224 | 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 225 | 2 x 4 sq mm + 1 x 4 sq mm earth wire |
| 226 | 2 x 6 sq mm + 1 x 6 sq mm earth wire |
| 227 | Lighting Fixture |
| 228 | Design ,Supply of Lighting fixtures , including receiving from store, transporting to erection site including handling, arrangement of transport vehicle, unpacking, inspection, checking of internal wiring, cabling / circuit wiringbetween NLP/ELPs to (JB/control gear box wherever applied) to fixtures, painting of circuit nos., wherever required and installingon RCC/steel columns/roofs/structure or poles, cable glanding & termination, crimping of lugs & connections at fixtures/ control gears, Supply of all erection materials includingnecessary GI hardware, GI clamps, GI brackets, civil masonry materials, testing of following types of LIGHTING FIXTURES with all their parts & accessories etc.,including fixing of lamps, all work, labour and materials complete as per drawings and specification of this tender anddirections of ENGINEER IN CHARGE. |
| 229 | Supply, Installation, Testing & Commissioning of Recess LED 600x600mm fitting made of white CRCA powder quoted finish with fully covered by Prismatic Diffuser, LED Used shall be SMD type and fixture should have minimum efficacy at System level >=110lumens/watt, Life of fixture : 50K Hrs. @ L70B50 Lumen maintenance, CCT up to 6500 (SDCM<5), CRI >80 , PF >0.95 & THD<10%, Fixture must be office compliant & have to comply to UGR<19, Ripple<5% value for optimum glare.an operating Voltage Range of 120 - 270 V. Minimum Internal Surge Protection 2.5KV The fixture design should comply with IS:10322 & Must be EMC / EMI compliance maintaining driver leakage current as per as per IEC 60598, Minimum system Lumens 3600 Lumen. Both luminaire and driver should have separate BIS approval. Model No. RC380B LED36S- 6500 G5 L60W60PSU OD SG of Philips or equivalent make |
| 230 | Supply Supply, Installation, Testing & Commissioningof Recessed Mounted 2X2 LED Luminaire with Intelligent Inner Edge Light with Single piece molded Polycarbonate diffuser, Lighting and electrical parameters are in line with 2X2 Luminaire. Luminaire should give more volumetric light & higher vertical illumination. Luminaire should be available in different Lumen Packs of 3600 lm with option of different CCT, CRI>80, SDCM<5, Power factor>0.95 and Lifetime of 50K hours @L70. Luminaire should accommodate different color tiles & also accommodate Services like-AC Grill & Smoke detector etc. Both Luminaire & driver should have separate BIS approval. Model no. RC740B LED36S/865W60L60 PSU WH of Philips or equivalent make |
| 231 | Supply, Installation, Testing & Commissioningof Suspended / Surface Linear Connect luminaire. Well desgined extruded aluminium housing linear profile with efficacy 110 lm/W and perfect optic controls suitable for modern open office space. with 55mm width. Model No. SP780P LED26S- 6500 PSU W5L113 OD WH of Philips or equivalent. Note: The cost includes installation of the light upto celing height of 10m |
| 232 | Supply, Installation, Testing & Commissioning of surface mounted 4ft LED batten made of extruded aluminum housing with high efficiency reflector, LED Used shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) >=115lumens/watt with Minimum system Lumens of 2050 Lm. Life of fixture (Including Driver) : 50000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 6500/4000K (SDCM<=5) , CRI >80, PF >0.95 & THD<10%, an operating Voltage Range of 140 - 270 VAC. Minimum Internal Surge Protection 2.5KV & the fixture design should comply with EMC / EMI compliance along with BIS certification for LED Driver & Luminaire separately. The luminaire should have IP40 protection. Luminaire manufacture shall provide LM79 report from NABL accredited lab & LM80 report issued by LED manufacturer.SITCof 18W LEDBatten type Model no. BN100CLED20S 6500 PSU L120 GR S4 of Philips or equivalent make |
| 233 | Supply, Installation, Testing & Commissioning of surface mounted 2ft LED batten made of extruded aluminum housing with high efficiency reflector, LED Used shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) >=100 lm/watt with Minimum system Lumens of 1200 Lm. Life of fixture (Including Driver) : 25000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 6500/4000K (SDCM<=5) , CRI >80. EMC/EMI compliance along with BIS certification for LED Driver & Luminaire separately. The luminaire should have IP20 protection. Luminaire manufacture shall provide LM79 report from NABL accredited lab & LM80 report issued by LED manufacturer. Model No. BN021CLED12S 6500 PSU GR of Philips or equivalent make |
| 234 | PROVIDING INTERNAL WIRING |
| 235 | ii) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. The item includes supplying and fixing of upto 4m of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit and upto 12m of 1.5 sq. mmwire. |
| 236 | iii) Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. with modular switch, socket, modular plate, suitable GI box. The item includes supplying and fixing of upto 4m of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit and upto 12m of 4 sq. mmwire. |
| 237 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20 mm |
| 238 | Supply,laying, inside concrete including cutting, bending and similar works and civil works including all labour and materials complete as per drawings and directions of Engineer-In-Charge for the 50mm sizes of HDPE Pipe |
| 239 | CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type: |
| 240 | iii) 1200 mm sweep |
| 241 | SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved includingflush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer"s specification and direction of Engineer In-charge. |
| 242 | Fan Regulator of stepped modular type |
| 243 | 1or 2 module frame |
| 244 | EXHAUST FANS Supply and fixing of exhaust fan including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. (The job does notinclude making suitable cut out in thewall for fixing the fan). |
| 245 | 9" dia light duty, make Khaitan or equivalent |
| 246 | 12" heavy duty, make GEC or equivalent |
| 247 | CABLING & ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 248 | xvi) 3.5 Core x 25 sq. mm Aluminium Cable FRLS |
| 249 | xvii) 3.5 Core x 35 sq. mm Aluminium Cable FRLS |
| 250 | xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS |
| 251 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compressoncable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification& direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 252 | xvi) 3.5 Core x 25 sq. mm |
| 253 | xvii) 3.5 Core x 35 sq. mm |
| 254 | xviii) 3.5 Core x 50 sq. mm |
| 255 | MS plate inserts: Providing & Fixing of 100x100x6 Thk. MS plate inserts for supporting lighting fixtures, cable tray, switch socket etc. in RCC ceiling , columns, beams. |
| 256 | Supply, Installation, connection, testing, and commissioning of 415V/240V lighting/power DB, Surface/Recess mounting typesheet steel enclosure of approved make having 4 Pole MCCB/MCB with current limiting 10 kA (LSIG)/RCCB/ELCB as incoming andSP/DP/TP MCB (10KA type) for out going circuit complete with wiring,indication lamp, ammeter etc including all labour and materials as per specification and the direction of Engineer-in-charge. |
| 257 | Surface/Recess mounted Indoor Lighting Distribution Board (ILDB) for Store/Occupational Health center, consisting of100 Amp (100mA sensitivity) 4 Pole MCCB/MCB with RCCB/ELCBas dual incomer with change over switch for solar panel and outgoing feeders complete with indication lamp, etc as per SLD |
| 258 | Surfaces mounted Indoor Air Conditioner Distribution Board (AC-DB) for Occupational Health center, consisting of 63 Amp (100mA sensitivity) 4 Pole MCCB/MCB with RCCB/ELCBas incomer and outgoing feeders complete with indication lamp, etc as per SLD |
| 259 | Surface/Recess mounted Indoor Lighting Distribution Board (ILDB) for Security Block, consisting of 20 Amp (100mA sensitivity) 4 Pole MCCB/MCB with RCCB/ELCBas incomer and outgoing feeders complete with indication lamp, etc as per SLD |
| 260 | Earthing & Lightening Protection System |
| 261 | Providing earthing with 100 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per IOCL standard Drwng.etc. all complete as per specif. & direction of Engineer-In-charge |
| 262 | Supply, Installation, testing & commissioning of Earthing Pit for ligtening arrester with GI earth pipe, 3.0 mtr long, 100 mm dia including accessories and providing masonary enclosure withcover platehavinglockingarrangement etc, with charcoal and saltas required as per IS 3043.The work shall also include all civil works viz. Excavation, brickwork, plaster, painting etc. |
| 263 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 264 | 32 x 6 mm G.I.strip |
| 265 | 50 x 6 mm G.I. Strip |
| 266 | 25 x 3 mm GI strip |
| 267 | 8 S.W.G. G.I. Wire (bare) |
| 268 | 10 S.W.G. G.I. Wire (bare) |
| 269 | 10 S.W.G. Cu. Wire |
| 270 | Supply, Installation, testing & commissioningof GI Tape of 25 x 3 mm thick on parapet or surface of wall for lightning conductor complete with joints and other accessories as required.(for vertical run). |
| 271 | Supply, Installation, testing & commissioningof lightning conductor finial made of 25 mm dia 1800 mm long GI tube having single prong at top with 85 mm dia 3 mm thick GI base plate including holes etc. complete as required. |
| 272 | Supply, Installation & Laying, testing & commissioningof GI wire / rope 10 Sq mmand all balance earthing material as per the specification. |
| 273 | BUILDING INTERNAL WIRING FOR LIGHTING, SOCKET, EXHAUST FAN |
| 274 | Supply, installation, testing, commissioning of230V, 36W LED surface mounted industrial type, lighting fixture , indoor, Double compression Ni plated brass cable glands, lugs hardware and all other accessories with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 275 | Supply, installation, testing, commissioning of230V, 18W LED surface mounted industrial type, lighting fixture , indoor, Double compression Ni plated brass cable glands, lugs hardware and all other accessories with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 276 | Supply, installation, testing, commissioning of230V, 20W LED bulk head fitting type, lighting fixture , Double compression Ni plated brass cable glands, lugs hardware and all other accessories with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 277 | Supply, Installation, testing & commissioningof Wiring for light point (upto10 meter) with 2.5 sq. mm FRLS PVC insulated copper conductor three core cable/wire in surface/ recesses steel conduit in roof & PVC conduit in wall, with modular switch (AHOSXXW061/101 or equivalent), modular plate, suitable GI box and earthing the point with 1.5 sq.mm.FR PVC insulated copper conductor single/ three core wire etc as required. |
| 278 | Supply, installation, testing, commissioning of Ceiling Fan (3 blade of 1200 mm sweep)with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 279 | Supply, Installation, testing & commissioningof point Wiring for Ceiling fan with 2.5 sq. mm FRLS PVC insulated copper conductor three core cable/wire in surface/ recesses steel conduit in roof & PVC conduit in wall, with modular switch (AHOSXXW061/101 or equivalent, 1 fan point controlled by 1 modular switch), modular plate, suitable GI box and earthing the point with 1.5 sq.mm.FR PVC insulated copper conductor single/ three core wire including providing space for electronic regulator in switch box,etc as required. |
| 280 | Supply, installation, testing, commissioning of 1.5 Ton BEE 5 star split AC unit with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 281 | Supply, Installation, testing & commissioningofPoint Wiring for power plug point with4 sq mm FRLS PVC insulated copper conductor three core cable/wire in surface/ recesses steel conduit in PVC conduit in wall, with modular switch , modular plate, suitable GI box and earthing the point with 1.5 sq.mm.FR PVC insulated copper conductor single/ three core wire with supply and fixing of 25 amps, 230 volts, industrial type switch socket outlet, with 2 poles and earth metal enclosedplug top alongwith 16amps MCB in sheet steel enclosure, on surface or in recess, with chainedmetal cover for the socket outlet, and complete with connections, testingandcommissioning etc. as required.(for air conditioner) |
| 282 | Supply, installation, testing, commissioning of industrial type heavy duty 300 mm dia. Exhaust Fan for toilet with louver, supports,etc making the required arrangement,fixing and connecting the wires etc including earthing thebody of the fan, etc including all material and labour as per specifications, drawings and instruction of Engineer-in-charge. Work to be completed in all respects. |
| 283 | Supply, Installation, testing & commissioningof Wiring for exhaust fan with 2.5 sq. mm FRLS PVC insulated copper conductor three core cable/wire in surface/ recesses steel conduit in roof & PVC conduit in wall, with modular switch (AHOSXXW061/101 or equivalent), modular plate, suitable GI box and earthing the point with 1.5 sq.mm.FR PVC insulated copper conductor single/ three core wire etc as required. |
| 284 | Supply, installation, testing, commissioning of 230 Volt AC single phase and neutral 16 amps modular power plug pointwith PVC insulated4 sq mmcopper conductor wires for phaseand neutral , 650 v grade including earthing the third pinwith 2.5 sq mmcopper conductor earthing insulatedcontinuity wire complete with providing and fixing of 6 Pin 16/6A modular socket for indoor use with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 285 | Supply, Installation of 25 mm PVC Conduit |
| 286 | Supply,laying, inside concrete including cutting, bending and similar works and civil works including all labour and materials complete as per drawings and directions of Engineer-In-Charge for the 50mm sizes of HDPE Pipe |
| 287 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 288 | Providing and fixing B class G.I. pipes complete with G.I. fittings including trenching and refilling etc for WATER and AIR, External work |
| 289 | iii) 25 mm dia. nominal bore |
| 290 | vi) 50 mm dia. nominal bore |
| 291 | viii) 80 mm dia. nominal bore |
| 292 | Providing& Placingin position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : i) Serrated with central bulb (225mm wide, 8-11mm thick) |
| 293 | ROAD, DRAINAGE & PAVING |
| 294 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises |
| 295 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge. |
| 296 | ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired |
| 297 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 298 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in- charge. |
| 299 | Providing and laying of 150 micron thick LDPE film over sand filling and DLC layers in paver block paving and RCC road/ paving respectively all completed along with associated works as per approved drawing, Technical specification and direction of Engineer-In-Charge. |
| 300 | Providing & laying design mix cement concrete of M-30 grade, in roads/ driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as/approved & specified design criteria,providing dowel bars with sleeve/ tie bars wherever reqd,laying at site,spreading & compacting,mechanically by using needle & surface vibrators, vacuum dewatering, leveling to required slope /camber finishing with required texture, including steel form work with sturdy MS.channel sections, curing, making provision for contraction/expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as/direction of Engineer- in-Charge (Item of Joint fillers, sealants, Dowel bar with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. |
| 301 | i) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. |
| 302 | Floor hardener of type Fosroc Nitoflor Hardtop or similar such as to provide additional abrasion resistant of 250% or more. The Floor hardener material to be used @ 7 Kg/sqm. The job is to be done as per the specifications of manufacturer in all respects to get best results. |
| 303 | Providing and fixing in position dowel bar 12 mm diameter MS round bars 500 mm long of all complete and as per drawings, specification and direction of Engineer-in-charge. |
| 304 | Providing and fixing in position pre-moulded joint filler in expansionjoints for 1 cm depth and 1 cm width of all complete and as per drawing, specification and direction of Engineer-in-charge. [Fibre Board/Expansion Board] |
| 305 | Providing and fixing of alternate black and yellow plastic road hump safety speed breaker of width minimum 350 mm and height 75mm all complete, as per specification and direction of Engineer-in-charge. |
| 306 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degres to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 307 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of gradeVG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete. |
| 308 | 2.5 cm Premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete. (tack coat to be paid for separately) : |
| 309 | i) With paving Asphalt grade VG-10, heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 310 | Providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 311 | ii) On bituminous surface @ 0.50 Kg / sqm. |
| 312 | Providing & laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder & filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade level alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve desired compaction & density, complete as per specifications and directions of Engineer-in-charge: Payment for actual thickness will be made |
| 313 | i) 50/100mm average compacted thickness with bitumen of VG-30 grade @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type / Drum Type Hot Mix Plant. |
| 314 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge. |
| 315 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match 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). Tiles of dark shade pigment using ordinary cement |
| 316 | Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL"s specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately) |
| 317 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 318 | iii) M40 grade 100 mm thick reflective type Lacquered finish |
| 319 | Surface dressing on old surface with hot bitumen of grade VG-10 of approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. |
| 320 | Providing and filling joints between concrete and pavers upto the depth of 80mm with cement slurry, backer rod and to be finished with approved Polysulphate sealant of all complete and as per drawing & specification and direction of Engineer-in-charge. |
| 321 | Supplying and placing in position 25 mm thick expansion filler fibre board of approved manufacturer (SHALITEX/DURABOND/JOLLY BITULEX or equivalent) conforming to IS:1838 in expansion / isolation joints in concrete in retaining wall, toe wall and boundary wall at all levels including cost of primer, sealing compound Grade-A (IS:1834), supply of materials / electricity / labour / tools & tackles / instruments / equipments / fuel as required etc., placing in position, supervision, maintaining proper quality control, all complete as per drawings, specifications and direction of the Engineer-in-Charge. Both the sides of joints to be neatly prepared in CM 1:4 in line and length before plastering of boundary wall. |
| 322 | Providing groove of uniform size from 5x50mm in CC Pavement surface as per Site-In-Charge and finishing the groove with Polysulphide sealent complete as per specifications and direction of the Site- In-charge. |
| 323 | Providing contraction joints of 10 mm wide and 25mm deep groove cutting and filled with polysulphide sealant and primer of all complete and as per drawing, specification and direction of Engineer-in-charge. |
| 324 | HVAC WORKS. |
| 325 | Supply, Installation, Testing & Commissioing of VRF HVAC system |
| 326 | VRF Outdoor Units |
| 327 | Multiple unit type Outdoor unit (with Inverter driven scroll compressors), and having a total capacity as indicated against respective units. Each of the multiple units shall consist of: a) One set of variable speed (inverter driven)hermetically sealed Scroll Compressor with drive motor suitable for R-410 A refrigerant andcomplete with suction and discharge shut-off valves, discharge check valve, Oil Separator, oil heater, HP, LP, Low oil level cutout (if applicable), high winding temperature cutout, Motor overload cutout, integrated Pressure Relief Valve, Automatic capacity control arrangement through speed modulation through inverter, Anti Recycle device, Heater, liquid injection system for cooling and other operating & safety control as per Manufacturer’s standard, Setting and Overhauling tools, foundation bolts, vibration isolating device etc. b) One set of common vertical discharge type air cooled condenser suitable for above compressors and made of seamless copper tubes with aluminium fins with corrosion protective painting/coating and complete with highly efficient condenser air fans of flying bird design for quieter operation with drive motors (TEAO type with class-F insulation) Relief valve, fan cycling control, safety guard for each fan, powder coated GI casing suitable for outdoor installation, all operating and safety controls as per Manufacturer’s standard. The Condenser shall be suitable for R-410A refrigerant and shall be provided with Head Pressure control. |
| 328 | c) One set of Accumulator duly insulated as per Manufacturer’s standard and complete with suction gas connections and having adequate capacity of holding the total charge of refrigerant. d) One set of Sub Cooling Heat exchanger (tube-in tube liquid suction type) complete with liquid line expansion valve and all liquid and suction gas connections. e) Suction gas superheating arrangement with capillary tube and solenoid valve with controls. f) All inter connecting refrigerant piping of seamless copper with thermal insulation wherever applicable, supports and necessary fittings.le). g) Built-in electrical items and Microprocessor / PLC based controls with factory assembled wiring and digital display cabinet with touch screen / key pads for operation and control setting. h) Powder coated sheet metal casing housing all the above components and complete with supports, access panels/doors for different sections with handles and latches. i) The whole outdoor unit will be mounted over serrated rubber pad type vibration isolators. |
| 329 | Capacities of VRF outdoor units are as follows |
| 330 | 50 HP for Control building (One Working +One Standby) |
| 331 | Cassette unit(Indoor) |
| 332 | Type and Accessories: Cassette Units each complete with all accessories as described and Capacity shall be as indicated hereinafter. Each Cassette Unit shall be of low noise design and consists of the following components in a completely pre-packaged, pre-piped and pre-wired assembly. a) Pre-Filter b) 2-Row deep Cooling coil c) Thermally Insulated Drain pan d) Supply air Fan with two speed drive motor e) Swiveling type SA grilles and hinged type RA grilles f) LCD display of temperature and Fan-High/Low g) In built Drain Pump |
| 333 | Each Cassette shall be associated with a corded / cordless wall mounted controller with provision for selection of temperature set point. |
| 334 | The detail specification of the above sections are as follows: |
| 335 | Evaporator fan |
| 336 | Drive Motor: Adequately sized suitable for above fan and AC 240 V ± 10%, 1 Ph, 50 Hz ± 5% supply, TEFC (IP-55) squirrel cage induction motor. |
| 337 | FilterPanel type dry HDPE filter having an efficiency of 90% down to10 micron size particles. |
| 338 | Cooling Coil (As per manufacturer’s standard design) |
| 339 | Cooling Capacity = 4 TR; Dehumidified Air qty. = 2500 CMH; External Static Pressure = 2 mm WG. |
| 340 | Cooling Capacity = 2 TR; Dehumidified Air qty. = 1200 CMH; External Static Pressure = 2 mm WG. |
| 341 | Cooling Capacity = 1.5 TR; Dehumidified Air qty. = 900 CMH; External Static Pressure = 2 mm WG. |
| 342 | Refrigerant Piping & allied items |
| 343 | Interconnecting refrigerant piping of seamless copper between Outdoor units and Indoor units complete with minimum required Aluminium foil faced Nitrile foam / XLPE insulation,supports/hangers, clamps, all necessary valves and fittings etc. The item also includes the supply & installation of the following: 1.Drain Piping from the chiller/ and Cassette unit shall be insulated with 13 mm thick aluminum foil faced Nitrile Rubber/ XLPE. 2.GI sheet metal Ducting (with minimum 180 gm /m² Zinc coating) and thickness as per IS:655, complete with necessary hangers, supports, proper sealing arrangement at the duct joints, vanes, wherever required, splitter dampers with each branch take-off, etc. The construction of ducts shall conform to /ASHRAE/SMACNA or the equivalent International Standard as applicable. The quantities of ducting of different gauges are included in the scope of work. 3.Supply air grilles & diffusers with volume control dampers made out of Extruded Aluminium powder coated and complete with necessary fixing framework. 4.Exhaust air grilles made of Extruded Aluminium powder coated and complete with necessary fixing framework. 5. Back Draft Dampers 6.Propeller type Exhaust Fan |
| 344 | Directly driven wall mounted propeller type Exhaust Fan shall be complete with Drive Motor TEFC (IPW-55) enclosure and suitable for AC 230 V ? 10%, 1 Ph, 50 Hz ? 5%, , supports & supporting structures, resilient mountings etc. |
| 345 | Capacity - 1000 CMH; Static pressure- Free Air Delivery; |
| 346 | Capacity - 700 CMH; Static pressure- Free Air Delivery; |
| 347 | Capacity - 500 CMH; Static pressure- Free Air Delivery; |
| 348 | Capacity - 400 CMH; Static pressure- Free Air Delivery; |
| 349 | Capacity - 250 CMH; Static pressure- Free Air Delivery; |
| 350 | Supply Air Fan with Filter Unit (with ducting for Kitchen Admin Building) |
| 351 | Capacity - 600 CMH; External Static pressure - 15 mm WC; |
| 352 | Capacity - 3000 CMH; External Static pressure - 25 mm WC; |
| 353 | Capacity - 1800 CMH; External Static pressure - 20 mm WC; |
| 354 | Cabinet type Supply Air Fan with Filter Unit (with ducting for Elec. Panel Room) |
| 355 | Floor mounted cabinet type Suply Fan consists of DIDW Centrifugalflow fan with High Efficiency Drive Motor (conforming to IS-12615) TEFC (IPW-55) enclosure and suitable for AC 415V ± 10%, 3Ph, 50 Hz ± 5% supply, Inlet Louver, supports and supporting structures, vibration isolators,Capacitiy of cabinet fan are as follows: |
| 356 | Capacity - 17000 CMH; External Static pressure - 30 mm WC; (One Working+ One Standby) |
| 357 | Bifurcated type axial flow exhaust fans |
| 358 | Each wall mounted bifurcated type Exhaust fan shall consist of axial flow fan, Drive Motor (flame proof type) TEFC (IPW-55) enclosure and suitable for 415V±10%, 3-Phase, 50Hz±5% AC supply. Protective wire netting inside the room, short duct (if applicable), isolation dampers, rain protection cowl with bird screen, supports and supporting structures, nuts and bolts, vibration isolators, etc. All parts of this system coming in contact with acid fumes shall be epoxy painted. |
| 359 | Capacity - 1500 CMH; External Static pressure - 20 mm WC; (One Working+ One Standby) |
| 360 | Axial flow Exhaust Fan |
| 361 | Wall mounted type exhaust air Fan consists of Tube Axial flow fan with High Efficiency Drive Motor (conforming to IS-12615) TEFC (IPW-55) enclosure and suitable for AC 415V ± 10%, 3Ph, 50 Hz ± 5% supply, rain protection cowl, bird screen , supports and supporting structures, vibration isolators, nuts and bolts , short ducting with grille, volume control dampers where ever applicable. |
| 362 | Capacity - 3500 CMH; External Static pressure - 20 mm WC; |
| 363 | Local Push Button Stations (LPBS) |
| 364 | Start-Stop Push buttons (lockable at stop position) shall be provided for each fan.One (1) No. for each of Suuply fan & Exhaust fan |
| 365 | DEMOLITION & DISMANTLING |
| 366 | Demolishing R.C.C. workmanually/ by mechanicalmeans including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 367 | Demolishingcement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 368 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 369 | ii) 1:4:8 or leaner mix (i/c equivalent design mix) |
| 370 | Dismantling Steel work in single sections including dismembering and stacking within premises |
| 371 | i) R.S Joists |
| 372 | ii) Channels, angles, tees and flats etc |
| 373 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 374 | Dismantling manually/bymechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge : |
| 375 | i) Water bound macadam road |
| 376 | ii) Bituminous road |
| 377 | Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge |
| 378 | Demolishing C.C./R.C.C.work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leadof1000 m,stackingserviceableandunserviceable material separately includingcutting reinforcement bars. |
| 379 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1000 m, as per direction of Engineer-in-charge. |
| 380 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 381 | Part B - AMC |
| 382 | Comprehensive annual maintenance contract (CAMC) |
| 383 | Comprehensive annual maintenance contract (CAMC) for a period of 5 years starts after expiry of warrantee/guarantee period of 2 years as per specification for above systems for Administrative Building & Control Room. The rates for this item is per annum basis. |
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