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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-05-2025 | corrigendum02 | Date | 23-05-2025 |
| 2 | 07-05-2025 | CORRIGENDUM01 | Technical Bid | 13-05-2025 |
| Sl. No. | Item Description |
| 1 | General note applicable to all sections : 1) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river orVamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metalof 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision)2) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers of approved makes as per annexure B of section VII) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 3) Thecontractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete.4) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. |
| 2 | 5) Manufacturer\"s Test certificate of cement which is procured fromdealer/company is to be submitted for all cement related works by the contractor.6) \"Substrcture\" referes to the part of structure upto top level of ground floor grade slaband\"Superstructure\"refers to the part of structure above the top of the ground floor grade slab.7) The Scope of works which are not included in any specific items but indicated in the document \"General Scope of all works\" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 8) The rate quoted for the items by the bidder shall include the approved make as per Annexure B of Section VII of tender document. Any other additional makes proposed by the bidder have to be informed to BARC before pre-bid meeting (to be held before submission of bids) and to be approved by BARC. |
| 3 | 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials.10) For all standards and code of practices, specifications, like Indian Standard, MORT&H, ASTM, etc. refer onlylatest revisionsincluding all applicable amendments, revisions and additional publications (during contract period) and these have to be followed. 11)Prior approval for source of all construction materials by submission ofrelavent test certificates, documents, invoices etc. have to be taken from BARC. 12) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost.13) The contractor has to submit all royalty /seigneiorage slips,etcfor all the naturally available construction materials before submitting the RA bills. |
| 4 | INFRASTRUCTURE WORKS |
| 5 | Note : The rate quoted for earth work excavation by contractor is deemed to have included the following points (a) to (j)a) removal of all kinds of vegetation, small shrubs, light/heavy jungle, trees etc., alongwith roots, including disposal/stack in the identified location. b) shoring, strutting, stepping, dressing, grading requiredfor keeping the earth in position on sides of trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary including removal of debris/unserviceable materials and excavated excess soil, if any.c) dewatering of both ground and surface water, including removal of slurry generated while excavation and keeping the area free from water, to be let out of the building area through proper pipes & channels if required by suitable pumps,d) watering, ramming and thoroughly consolidate the bottom of all excavations & ground before the construction of foundation/footing/plinth beam, filling in basement or other work is commenced. |
| 6 | e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity,g) Backfilling will be done in layers of thickness as specified below.h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc.j) Measurement/Payment will be reststicted to PCC/drawing dimensions only. |
| 7 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge (a) From0.00 to 1.50 m depth from Average Ground Level |
| 8 | i) From 0.00m to 1.50m below average GL with refilling of excavated earth in layers of not more than 250mm each layer |
| 9 | i) From 1.5to 3.00m below average GL with refilling of excavated earth in layers of not more than 250mm each layer |
| 10 | Filling in the plinth with available excavated earth in layers of not more than 250 mm thick, each layer well rammed and consolidated including watering etc. complete all as per specifications and as directed by the Engineer-in-charge .(only consolidated thickness will be measured and paid for) Note: All necessary tests shall be conducted as per QAP, cost including all tests. |
| 11 | Filling of areas and construction of Embankment/subgrade/ earthen shoulders withapproved quality murrum/gravel brought from outside sources including Supply of all materials,inroad works and the area wherever specifiedincluding breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250 mm with suitable vibratory roller/ 200 mm thick with 8 to 10 ton capacity power rollerto achieve95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original groundby vibratory power road roller, complete all as per drawings,specificationsand as directed by the Engineer-In-charge.Additional Notes:The rate quoted for this item shall also include the following1. Clearing & grubbing and removal of top 150 mm soil and compaction ofthe original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary.2. cutting, removing and disposing of all materials such as trees up to girth 30 cm (when measured 1 meter from ground), bushes, heavy and light jungles, shrubs, stumps , roots, grass, weeds, etc.,3. It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. 4.Necessary royalties, seigneiorage charges and other charges to supply all the required construction materials 5. Contractor has to submit all seigneiorage along with Bills |
| 12 | Supplying and injecting with approved quality chemical emulsion (Imidacloprid) at the rates and concentrations as per IS 6313 Part II for preconstructional anti termite treatment and creating a chemical barrier under and around the foundations, masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all associated works complete as per specification / IS 6313 and as directed by Engineer-in-charge. (only ground floor plinth area of the building will be measured for the payment in the following three stages). a) 20% after completion of the foundations/plinth beam. b) 50% after completion of the ground floor flooring. c) 30% after completion ofall treatment works including ground floor doors & windows and around the building. Work to be executed by approved agency and specified guarantee for 10 (Ten) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee. |
| 13 | Providing and laying, spreading and compacting granular sub-base (GSB) material 200 mm thick compacted layer (by taking material 1.32 times of the thickness of the layer i.e. 1.98 cum per 10 sqm Area of each layer) of natural sand, murrum, gravel crushed stone and combination there of as per MORT & H specification confirming to clause 401 coarse graded, grading-II as per table 400.2 pf MORT & H including spreading on the prepared sub grade with the help of motor grader of adequate capacity maintaining the required slope and grade and cross fall (camber) to be checked and any high spot or depressions which becomes apparent corrected by removing or adding fresh material including cost of tools and plants, carriage of material form stacks, templates barrier, lighting arrangement at night chowkidar & mtc. of diversion etc. complete in all respect as per MORT & H specification drawing & the instruction of Engineer in-charge, density of GSB as laid 2 gms/cc.complete in all respects.( Compacted thickness only measured and paid for.) |
| 14 | Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.) |
| 15 | SECTION - B:PCC & RCC Work |
| 16 | Note: 1) Rates quoted for PCC & RCC items shall include cost of sieved river sand/ crushed stone sand as fine aggregate and graded hard broken granite metalof 3 stage (VSI) material as a coarse aggregate. 2) The mix shall be desiged to maintain the desired slump (as required at site/specified in IS code). In view of limit on water-cement ratio for durability requirements in design mix concrete, admixtures (corboxalite based superplasticizers of approved makes as per annexure B of section VII) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for the items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. 3) Thecontractor shall set up sufficient number of Self loading mobile concrete mixers inside the project area for the manufacture of concrete.4) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No, extra payment will be made if concrete is brought from RMC plants outside the project area. 5) The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixtures. 6) Test certificate of cement, procured fromdealer/company has to be submitted for all concrete works by the contractor.7) Rate quoted for RCC items shall include cost of relevant design mix and testings. |
| 17 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 riverCoarse river sand/ crushed stone sand, 6 graded stone aggregate of maximum size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge but excluding the cost of form work shuttering, centering all as directed by Engineer-in-charge. |
| 18 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels ( In down slab and Brick Band) |
| 19 | Providing and laying design mix reinforced cement concrete of M30 Grade by weigh batchingusing graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved Brand and quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever requiredetc. complete at alllevels in substructure/superstructure as per specifications & also including dewatering, if any, complete all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. Note: 1) The minimum cement content shall be 390kg/Cum of concrete. However, actual cement content required shall be based on design mix requirements carried out at BARC approved (NABL accredited) laboratory. In case the cement quantity consumed more than the specifiedabove, the cost towards extra cement will not be paid.2)Temparature raised due to heat of hydration shall be kept within limits in raft/mass concrete by keeping proper curing mechanism. |
| 20 | i) Sub structure |
| 21 | ii) Super structure |
| 22 | Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc anddeshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levelsNote: 1) This item is applicable for all PCC and RCC structural elements like footings, beams, columns, slabs, lintels, chajjas, walls etc., for all shapes, heights and leads. 2) Only steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 3) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using epoxy silica sand mortar (M/s. FOSROC/M/s. Dr. Fixit or other approved make as per annexure B of section VII) at no extra payment. |
| 23 | (i) Sub Structure |
| 24 | (ii) Super Structure |
| 25 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 150 mm thick compacted bed of stone dust / Murrum, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge |
| 26 | SECTION - D REINFORCEMENT & STRUCTURAL STEEL |
| 27 | Note: 1) 1.2mm dia annealed GI coated binding wire required for the work will have to be supplied by the contractor at their own costand will not be measured for payment. 2) Fe-500D / Fe-500EQR bars as per IS to be supplied by the contractor of M/s. TATA STEEL or M/s. SAIL or M/s. Rashtrya Ispat Nigam Ltd. (RINL) or as per annexure B of section VII from their own plants rolled from virgin materials only. 3) Reinforcement bars from conversion agents / re-rollers of above manufacturers,will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage.5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers at no extra cost. |
| 28 | Providing Reinforcement steel of all diameters for reinforced cement concrete at all levels. including supplying, preparation of bar bending schedules, cutting, bending, transporting to all elevations, placing and keeping in positions,all leads, fixing, tieing with 1.2 mm dia annealed GI coated binding wireincluding all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge. Using TMT Bars of Specified Grades of all sizes. TMT bars to be supplied by the contractor SAIL, RINL, TATA or approved make as per annexure B of section VII only of grade - Fe 500D / Fe-500EQR. |
| 29 | (i) Sub Structure |
| 30 | (ii) Super Structure |
| 31 | Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications and as directed by Engineer INcharge.All test reports to be provided along with the supply of the materials |
| 32 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge |
| 33 | Up to and including 300 mm Joists, 350 mm channels, and below sections using materials produced by SAIL / RINL (Vizag Steel) / TATA. All test reports to be provided along with the supply of the materials |
| 34 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. |
| 35 | Providing and fixing hand rail using 304 grade Stainless Steel pipes or any other shape of approved size and make as per annexure B of section VII and quality by TIG welding, mirror / matt polishing, fixing at siteetc. forbalcony railing & staircases railing including special sections as per drawings, specifications. A sample to be fabricated and to be got approved by the Engineer-in-Charge before starting of work at site. This work to be executed through approved qualified welder etc., complete as per specifications all complete as per specifications as directed by Engineer-in-charge. (Cost including all materials and labour) |
| 36 | SECTION -FMASONRY WORKS |
| 37 | Note for Brick masonary works :a) Reinforcement will be measured & paid for separately under relevant item.b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same.c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed.Note for flyash bricks:In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20%(preferably) of the mixture consisting of Fly ash, OPC and Gypsum or any variation in proportion of design mix shall be submitted to BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department. Roller mixer shall be used for good homogeneous mixing. |
| 38 | Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash/ FAL-Gbricks having minimum crushing strength 60 Kgs/Sq.cm and water absorption of maximum 20%, in cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved \"non-shrinking compound\"as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia Tor bars and 6 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing,raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge.(Reinforcement and Shuttering shall be paid saperately in releavent item.) |
| 39 | i) Sub structure |
| 40 | ii) Super structure |
| 41 | SECTION - GPLASTERINGWORKS |
| 42 | Providing 15 mm thick Plain Internal Plastering in cement mortar 1:4 (using river sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, double steel tubular scaffolding, curing all as per specifications, drawings and as directed at site etc. complete all as per Technical specifications and as directed by Engineer-in-charge. |
| 43 | Providing 20 mm thick External plastering in two coats under layer 12 mm thick with cement mortar 1:4 (using river sand) finished with a top layer 8 mm thick in cement mortar 1:3(using river sand) admixtured with Water proofing admixture (of approved make as specified in Annexure B of section VII) @ 2% by weight of cement used (in both layers) and as per manufacturer\"s specifications, sieving of sand to required fineness, double tubular steel scaffolding, finishing, curing etc. complete all as per Technical specifications as directed by Engineer-in-charge. |
| 44 | Providing and fixing in position 22 gauge G. I. Chicken wire mesh with 20 mm opening, around door & window frames, junctions of walls with concrete etc. wherever required, before plastering including cutting, nailing with \"U\" nails, screwing, minimum overlapping of 150 mm, etc. all complete all as per drawings and specifications and as directed by Enginner-in-charge. (Overlaps will not be measured for payment) Width of chicken wire mesh to be fixed shall be min. 150 mm. |
| 45 | Forming of grooves of uniform size from 12 mm X 12 mm to 12 mm X 50 mm in plastered surfaces as per approved pattern using wooden batterns, nailed to the under layer including removal of wooden batterns, repair to the edges of plaster panels and finishing the groove complete as per specifications and as per the direction of Engineer-in-charge |
| 46 | Providing and making bands in plastering 12 mm to 15 mm thick Plain cement mortar RAISED bands in Cement Mortar 1:4 (Using 100% Manufactured sand) for up to 10 cm wide bands over 20mm thick from base plaster as shown in drawing |
| 47 | Providing 20 mm thick water proof plastering in cement mortar 1:3 (using river sand) finsihed smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer\"s specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed at site. |
| 48 | SECTION - HFLOORING WORKS |
| 49 | Notes: The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved. |
| 50 | Providing and fixing (Satin/Satin Matt finish/glossy) full body VITRIFIED tiles not less than 600mmx600mmx 8mm thick for flooringof RAK or other approved make as per section VII of annexure Bconforming to IS 15622 of approved colour and shade laid over a bed of minimum 20mm thick bed of cement mortar 1:4 (using coarse river sand/ crushed stone sand) make a total thick ness of 30mm including thickness of tile. Cost including hacking, cleaning and preparing the surface for bedding, spreading neat cement slurry prior to bedding, fully buttering cement paste on back, fixing to required line, level,including chasing the walls to obtain the desired projection for fixing of skirting tile,joints to be cleaned and grouted with matching colour of approved qualityecement based Tile Grout (if required epoxy filling), curing, cleaning, etc. complete as per patterns, drawings and as per Technical specifications and as directed by Engineer-in-charge. |
| 51 | Grouting the joints of flooring tiles of size 600x600mm having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. |
| 52 | Providing and fixing dado / skirting with vitrified tiles of size 300x600x8mm or 600x600x8mm of RAK or other approved make as per annexure B of section VII, quality, colour, design of approved patternas shown in drawing or as approved by Engineer-in-charge for walls, fixed over 12 mm thick cement plaster 1:3 (1 cement and 3 coarse river sand/ crushed stone sand) and jointing with grey cement slurry @ 3.3 Kgs/sq.m including pointing with white cement based tile grout of approved make as per annexure B of section VII of matching shade, fixed to correct line, level and plumb, curing, cleaning, all leads and lifts etc., complete at all heights and leads all complete as per technical specifications as directed by Engineer-in-charge. |
| 53 | Providing and fixing of 17mm thick machine cut, mirror polished Jet Black Granite stone/Galaxy/Dark Brown/ equivalent range and shade approved granite stone (moulded and polished)of approved quality to wash basin counter top, vanitiy counters, kitchen/pantry platforms and similar locations to be fixed, including providing mirror polished Classic white Granite fascia wherever shown in drawing, to be fixed with approved epoxy adhesive over cuddapah slab, exposed faces & edges to be rounded / chamfered, joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding / Bull Nosing and polishing the edges to give high gloss finish, all junctions shall be sealed with approved silicon sealant, including required drilling, cutting of holes, providing of Stainless Steel (SS) pins, anchors, clamps etc. complete at all heights and leads all complete as per Technical specificationsspecifications as directed by Engineer-in-charge.Note : supportiing brickwork alongwith plastering, if any will be paid under relevant item. |
| 54 | Providing, laying and fixing in position thikness mentioned below, machine cut and mechine polished (mirror polish)jetblack Granite/ equivalent approved range and shade granite stone of approved colour and pattern in skirting/clading/ treads/ risers/ cills etc. at all locationincluding necessary mortar bedding /backing close jointed and groutedwith matching cement slurry and finishedto line, level, etc, as requiredincluding cuttingof stone slabs , wastage, making cutouts,required pattern in plain ,curved or any geometric shape, rounded/chamfered and design wherever requiredall as per the Engineer in chargeNote:i) In skirting/ dadoing with17mmthickmirror polishedapproved quality granitestoneover and including12mm thickcement mortar ( 1 cement : 3 coarse sand) backing.ii) For treads17mm mirriorpolished approvedquality granite stone in single piece in length up to 1800mm (approx.) of approved shadelaid over 20mm thick cement mortar 1:4 (1cement :4sand) bedding, including providing three Nos. of antiskid grooves & rounding the edges etc.completeall as per specification, drawings & as directed byEngineerin charge.iii) For risers 17mmuniformthick granite stone in singlepiece 1800 mm (approx.) of approvedshade with 12mm thick cement mortar1:3 (1cement:3 coarse sand) backing etc.,complete all as per specification, drawings & as directed byEngineerin charge . |
| 55 | Providing and fixing 17 mm thick machine cut mirror polished Jet Black Granite stone/Galaxy/ Dark Brown/equivalent range and shade approved granite stone equivalent approved range and shade for urinal partitions of various sizes as shown in the drawings or as approved by Engineer-in-charge, including rounding and polishing to all exposed faces and edges, 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 (using 6 mm nominal size aggregate), using required Stainless Steel (SS) pins, clamps, grouted and sealed etc. as shown in drawing etc., complete finished item of work at all heights and leads all complete as per Technical specifications as directed by Engineer-in-charge. |
| 56 | Providing, supplying and laying pre polished granite slab flooring with not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings. Using approved shades other than black |
| 57 | Providing and fixing 1st quality ceramic glazed floor tiles of minimum 300-600mm long and 300-600mm wide and thickness not less than 6mm conforming to IS15622 of approved make in all colours and shades as approved by Engineer-in-charge over a bed of 20mm thick bed of cement mortar1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns,drawings and specifications complete as directed by the Enginner-in-charge |
| 58 | Providing and fixing 1st quality Ceramic wall tiles confirming to IS 15622 of approved make as per annexure B of section VII in approved shade and colour of size 300mmx300mmas approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using coarse sand), setting the tiles in cement slurry and pointing the joints with matching colour tile grout compound of approved make as per annexure B of section VII of matching shade including using PVC Tile Trim in the exposed corners, complete as per drawings, patterns all as perTechnical specifications as directed by Engineer-in-charge. |
| 59 | Providing and laying IPS cement concrete flooring 1:2:4 (1 cement: 2 screened river sand/ crushed stone sand :4 aggregate of size 12 mm), 50 mm thick in panels of approved size or as shown in drawings including all leads and lifts, mixing by machine, finished smooth by using power trowel to the required level, finishing with a floating coat of neat cement including cement slurry, curing, cleaning the surface neatly at the time of handing over the area complete. all as per specifications as directed by Engineer-in-charge Note: If any area of IPS flooring is to be carried out by Vacuum dewatering (VDF) method as per the drawings & directions of EIC, the cost for the VDF will be paid separately under relevant item |
| 60 | Vacuum dewatering of existing freshly laid concrete of all grades/IPS/Hardonite or other specified areas of flooring as per drawing and finish with power trowel etc., complete as per technical specification and as directed by EIC. |
| 61 | Making of 5mm to10 mm wide and 15 mm depth size grooves in the IPS Hardenite / RCCflooring at all levels using machine having diamond cutting wheels and insert 6mm gap filler foam backer rod at the bottom of the groove and then fill the entire grooves using sealant Fosroc Colpor 200 or equivalent and as per the manufacturer specifications. The cost includes all charges for the labour, machinery, materials, tools for cleaning, primer before application of sealant, lapping tape, sealant, water, electricity etc. complete as directed by the Engineer-in -charge. |
| 62 | SECTION I: JOINERY & METAL WORK |
| 63 | Providing and fixing pair of stainless steel \"D\" type door handles 10mmdia, 250mm long SS304grade solid rod,of specified size in steel doors/wooden doors including screws/bolts etc.all as per drawings and specifications complete |
| 64 | Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete. |
| 65 | Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete. |
| 66 | Providing and fixing decorative high pressure 1.0 mm thick laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S including cost of adhesive, labour etc. complete as directed |
| 67 | Providing wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 68 | Second class teak wood |
| 69 | Providing Melamine polishing on wood work (one coat) as per manufacturers instructions, matt or glossy finish as specified including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-in-charge |
| 70 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/ window/ Clerestory windows & other Frames/ Chowkhat Frame of size 50 x 125 mm, comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 71 | Providing and fixing factory made 30 mm thicksingle extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) |
| 72 | Providing and fixing Stainless steel double ball bearing butt hinges of size 100 x 75 x 3 mm thick for hollow steel door of approved make as per annexure B of section VII complete as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere) |
| 73 | Providing , supplying and fixing bright Finished / Stainless steel finish Brass Aldrop of size 300 X 14 mm of approved make as per annexure B of section VII and design including C.P BRASS / SS screws and Bolting from rear side including required no of \"Kuntis\" etc complete all as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere) |
| 74 | Providing and fixing stainless steel tower bolts of size 300 X 12 mm of approved make with necessary screws etc. all as per specifications and as per drawings. |
| 75 | Providing and fixing Stainless Steeltower bolts of size 150 X 12 mm (Two pieces) \"GARG\" or equivalent approved makewith necessary screws etc.for the following sizes all as per specifications and as per Drawings. |
| 76 | Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge |
| 77 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 4 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings. |
| 78 | SECTION - JPAINTING WORKS |
| 79 | Providing and applying white cement based wall putty (Birla wall Careor approved make as per annexure B of section VII ) over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulationincluding cleaning complete all as per technical specifications as directed by Engineer-in-charge. |
| 80 | Applying priming coats withwater thinnable cement primer on wall surface having VOC content less than 50 grams/litre of approved brand and manufacture . |
| 81 | Providing and applying painting on internal surfaces of walls in two coats on new work with premium acrylic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 82 | Providing, painting and finishing walls with Premium Acrylic smooth exterior paint on sand face plaster / plain plaster & concrete surfaes with Silicone additives (APEX ULTIMA of Asian paints or Weathershield max of M/s. Nerolac make) of required shade (Two coats, each applied @ minimum1.43 ltr / 10 sqm) over and above abase coat of water proofing cement paint to be applied @ minimum2.20 kg / 10 sqm including preparation of the surfaces, includingerection of double tubular scafolding,complete all as per specifications as directed by Engineer-in-charge. |
| 83 | Providing, applyingsynthetic plastering over existing Plastered / Concrete surface to the Thickness Specified by the manufacturer, to the pattern / design specified in the drawings or by the Engineer in charge, and top coat of Exterior emulsion Two Or More Coats of approved colour and shade, complete. as per specifications and as directed by the Project Engineer.( This work to be executed by the specialised approved agency) |
| 84 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 85 | SECTION - KWATERPROOFING WORKS |
| 86 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations:(i) Applying and grouting a slurry coat of neat cement by pump using 2.75 Kgs / sq.m of cement admixed with proprietary water proofing compound confirming to IS 2645 over RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (ii) Providing and laying 20 mm thick plastering using cement mortar 1:5 (with coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 3 days and observe for leakage if any. In case of any leakage observed, the effected area shall be sealed by grouting with cement and further leakage to be checked for again. (iii) Laying brick bats set in cementmortar 1:5using broken brick bats 25 mm to 115 mm sizewith cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-chargeto required slope and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 10 days and observe for leakage if any. In case of any leakage observed, the effected area shall be sealed by grouting with cement and further leakage to be checked for again.(iv) After 10 days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-Charge. (v) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge including mixing \"\"polyster fibre of approved make\"at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep.(vi) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order, complete all as per specifications and as directed by Engineer-in-charge.Contractor shall provide 10 year guarantee for waterproofing onapproved proforma. |
| 87 | With Average thickness of 120 mm and minimum thickness at khurra as 65 mm |
| 88 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 Kgs / sq.m mixed with water proofing cement compound @ 0.253 Kgs per sq.m.including injecting cement slurry. This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242Kgs / sq.m mixed with water proofing cement compound @ 0.126 Kgs / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for48 hours. (c)Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and, complete all as perspecifications and as directed by Engineer-in-charge including mixing \"\"polyster fibre of approved make\"at the rate of 125 grams per 50 Kgs at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry in bottom and all the sides of sunken portion. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. The treatment to be tested for water tightness before filling the sunken areas, Cost quoted shall include all materials and labourand as directed by Engineer-in-charge.Contractor shall provide 10 year guarantee for waterproofing onapproved proforma. |
| 89 | Providing 20 mm thick water proof plastering in cement mortar 1:3 (using river sand) finsihed smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer\"s specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed at site. |
| 90 | SECTION LALUMINIUM WORKS, (GLAZING, etc., ALUMINIUM PARTITIONS, DOORS, WINDOWS, LOUVERS, WALL SPANS) |
| 91 | GENERAL NOTE FOR ALL ITEMS UNDER THIS SECTION: 1. The rate quoted shall include submission of all designs, engineering & shop drawings for approval from BARC. The procurement and fabrication shall be done only after approval of the design and drawing by BARC.2. The quoted rate shall include all wastage,Taxes, duties, statutory obligations and safety code compliance as directed by Engineer-in-charge. |
| 92 | Providing and fixing Anodized (Colour anodizing), Aluminium sections (Minimum anodizing thickness of 15 micron) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / 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 fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately) |
| 93 | Note :1) Only anodized aluminium sections, aluminum beading, aluminium sheets & aluminium handles used will be measured for payment. The rate quoted is deemed to have included the cost of allbrass concealed tower bolts, screws, gasket, weather strips, PVC lining, etc. and no seperate measurement / payment will be made for the same.2) Glass, particle boards, aluminium grills, brass mesh, louvers, etc. will be measured & paid separately under relevant items.3) All fittings shall be of matching colour anodised of aluminium sections. 4) A long M.S. Rodat both ends to be provided in all aluminium shutters in top & bottom horizontal members internally connecting vertical members and fixed with M.S. washers and nuts. No measurement and payment shall be made for this.5) Aluminium Frames to be fixed with walls / columns with minimum 100 mm long Brass screws / Stainless steel screwsand necessary hold fasts. For fixing of frames with RCC members,for Aluminium windows/louvers, doors having area of equal to 10 sq.m or above, Carbon steel zinc cozted \"HILTI\" make anchor fasteners shall be used. No measurement and payment shall be made for these items.6) All aluminium frame and shutters Joints shall be of mitred joints with necessary cleats/ plates . 7) Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete up to 5 mm depth and 5 mm width. |
| 94 | Providing and fixing approved quality Stain less steel body roller wheels ofapproved make as per annexure B of section VII for sliding shutters of windows etc. complete all as per specification and as directed by Engineer. |
| 95 | Providing and fixing Locks for aluminium sliding window shutters with approved make as per annexure B of section VII as per cat. Nos SS-004 (Over all size of 204mm x 23mm) or approved equivalent quality, make, type etc. complete all as per specifications and as directed by Engineer-in-charge. |
| 96 | Providing and fixing glazing With clear float glass panes of 5.00 mm thicknessin aluminium doors, window, ventilator shutters and partitions etccomplete as per the architectural drawings and directions of the Engineer-in-charge(Cost of snap beading, PVC / Neoprene gasket etc shall be paid in basic item) Note: Glass shall be measured as per inner dimensions of the aluminium frame sections to which the glass is fixed. |
| 97 | Providing and fixing Stainless Steel 304 fly proof mesh 16x24 (16 mesh and 24 gauge) of square weave approved make as per annexure B of section VII as per specification and as directed by Engineer-In-Charge. |
| 98 | Providing and fixing hardwyn make floor spring for aluminium door including cutting of flooring all labour and materials complete as directed by Engineer-In-Charge |
| 99 | Supplying & installing glazed vision / spandrel fixed panels comprising of 6 mm Heat strengthened Saint Gobain\"s SGG Cool lite ST-120 Metallic Blue glass / Green / Sterling Silver of M/S Saint Gobain or approved equivalent shade and colour reflective tinted float glass coated on surface # 2 all complete as per approved shop drawings and specifications. |
| 100 | SECTION KINTERNAL PLUMBING WORKS |
| 101 | Providing and fixing white vitreous china flat back half stall urinal size 580x380x350 mm / 610 mm of approved make Aquaseal model with CP brass flush pipe unions, heavy quality C.P. brass spreaders, C.P waste coupling with grating, clamps complete all as per specificationsdrawings and as directed by the Engineer-in-charge. |
| 102 | Providing and fixing Brass 15 mm C.P presstomatic series auto shut urinal flush cock of approved make and quality |
| 103 | Providing and fixing in position star white glazed vitreous Extended Wall Hung European Water Closet of with \"P\" or \"S\" trap of approved make as per annexure B of section VII & colour, 6/3 dual flush cistern including all internal parts of the cistern, plastic solid seat & cover of heavy quality & approved make as per annexure B of section VII with rubber buffers and flap, heavy quality flush bend, CP bolts and nuts, 15mm dia concealed CP angle cock valve of Jaquar Continental series No 059 KN with heavy quality reinforced 600 mm longPVC inlet connection pipe all of approved make as per annexure B of section VII, CP wall flanges whereever required. The EWC shall be fastened with threaded bolt M12 for ceramics fastening with 4 adjustable fastening brackets with fastening materials including 100 mm dia. C.I. connector pipe from P or S trap to the junction of the soil stack or drain, including testing, commissioning & cleaning, etc.all complete as per specifications and as directed by Engineer-in-charge.Note : 1)Parryware, Kalahari model (C0290) or equivalent model of approved make as per annexure B of section VII 2) All fittings shall be Continental series of Jaquar make |
| 104 | Wash hand basin, Providing and fixing viterious China wash basin of approved make and colour ,15 mm x 600mm long CP Inlet connection pipe, 32 mm heavy quality C.P. brass waste coupling of standard pattern, includingcutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge |
| 105 | White vitreous Chinacounter top / counter below wash basin size 560 x 410 mm /560 x 450 mm (OVAL / ROUND Models) |
| 106 | Providing and fixing heavy quality CP brass bottle trap 31 / 32 mm of Jaquar or equivalent make single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal,of approved make for wash basins / urinal etc all as per specifications and directed by the Engineer in charge. |
| 107 | Providing and fixing in position 15 mm CP Health faucet M/s. JAQUAR or equivalent model alongwith CP Brass 2 in 1 Bib cock and Angle cock ( ESS Catalogue No.Croma C 203) of of approved make as per annexure B of section VII with necessary flexible hose upto 1000 mm long using teflon tape, CP wall bracket, CP nozzle, CP wall flanges, etc., complete.Note : All fittings shall be Jaquar make Catalogue No. (ALD 573) or equivalent model of approved make as per annexure B of section VII |
| 108 | Providing and fixing 6mm thick mirrors of size 600x450 mm of approved make fixed to walls with C.P.brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-charge |
| 109 | Providing and fixing PVC Nahani trapof self cleaning design of 100 mm inlet and 75 mm outlet,jointing with solution with the connection pipes, placing as per the drawings, embedding in Cement concrete 1:2:4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg/sq.cm pressure and fixing 1 No. 125 mm dia PVC openable grating, complete all as per drawings and specifications and as directed by the Engineer-in-Charge. |
| 110 | Providing and fixing in position best quality CP Twin coat hook of M/s. JAQUAR or equivalent model of approved make as per annexure B of section VII with SS screws, etc. complete. Jaquar or equivalent model of approved make as per annexure B of section VII |
| 111 | Providing and fixing S.S Towel ring of Jaquar make complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-incharge. |
| 112 | Providing and fixing C.P brass towel rail of approved make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-incharge. |
| 113 | Providing and fixing 15 mm dia long body C.P brass bib cock of heavy quality of specified / approved make as per specifications and as directed by the Engineer-in-charge |
| 114 | Providing and fixing heavy quality stainless steel/C.P brass grating of approved equvalen tmake as specified for floor traps/nahani traps all as directed by the Engineer-in-charge |
| 115 | Providing and fixing 15 mm C.P brass tube 600 mm long with nuts and washers complete for wash basins / urinals with all necessary acessories complete as directed by the Engineer-in-charge |
| 116 | Providing and fixing S.S Toilet Paper roll holder \"KICH\" make Model No \"TTPHFS\" or approved equivalent make complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the project engineer |
| 117 | Providing and fixing 15 mm C.P brass 2 in 1 bib cock and Angle cock combination of Heavy Quality of approved make as per specifications and as directed by the Engineer-in-charge |
| 118 | Providing and fixing 40mm Heavy qualityFlexible PVC waste pipe (Semi rigid or Flexible) 1200mm legth with fittings of approved makefor sink or wash basin including PVC waste fittings etc. complete all asper specifications and as directed by the Engineer-in-Charge |
| 119 | Providing and fixing Gunmetal (GM) Gate valve of Leader or equivalent model of approved make as per annexure B of section VIIwith SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type, etc. complete. |
| 120 | ii) 25 mm dia (Screwed ends) |
| 121 | iii) 40 mm dia (Screwed ends) |
| 122 | Providing, Laying, jointing, fixing and testing Heavy quality(C-Class)Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples, reducers etc.as required for the work, including testing the pipes and fittings for 10.00Kg/Sq.Cm hydralic pressure with aminimum period of two hours duration with clean water,including cutting,threading,jointing with hemp yarn,white lead, jointing Teflon tape,exposed/concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anticorrosive bitumastic paint for all concealed lines/two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge.Pipes with exclusive use of TATA make C-Class pipes. |
| 123 | 15 mm dia |
| 124 | 25mm dia |
| 125 | 40 mm dia |
| 126 | Providing and fixing PVC rain water pipes/ Sewer pipes conforming to relevant IS type B and PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Engineer-in-charge |
| 127 | SWR PIPE 90 mm O/D |
| 128 | SWR PIPE 110 mm O/D |
| 129 | Providing and fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This includeds jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer |
| 130 | 50 mm outer dia CPVC pipe (Concealed) |
| 131 | Providing and fixing G.I pipe sleeves 600 mm long of specified size with puddle flange of specified size for rain water down takes to be embedded in RCC slabs/ RCC roof gutters to connect rain water pipes by welding or with screwed sockets all as per the drawings and as directed at site. (These sleeves to be fabricated and embedded at the time of concreting in true vertical ) |
| 132 | Heavy quality \"C\" class 100 mm n/b G.I pipe of approved Makewith 200mm x 200mm puddle flange |
| 133 | SECTION- LEXTERNAL P.H. WORKS |
| 134 | Note : The detailed specification of PH works are indicated in respective items and specification documents. In addition to this the bidder shall also consider the requirement indicated in sepcification which describes the general specifiaction for all PH items. |
| 135 | Making connection of distribution branch with G.I. MainUpto 40 mm dia. pipes by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-charge. |
| 136 | Providing and fixing square mouth S.W. gully trap of size 150 x 100 mm\"P\" type complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design |
| 137 | Providing & filling overburnt brick bat aggregates of 75mm size to fill in soak pits/sunken portions of toilets includingbreaking the brick to required size of 75mm aggregate including cost of material, labour, tools etc. complete and as directed by the Engineer-in-Charge. Note : Mode of measurement- Soak pit inside measurement upto the height of filling will be paid in m3 and no voids will be deducted fromthe measurements. |
| 138 | Providing and laying non pressure NP3 class RCC Hume pipes (Medium Quality) of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete. |
| 139 | (i) 150 mm dia RCC Hume Pipe NP2 class |
| 140 | Providing and laying non pressure NP3 class RCC Hume pipes (Medium Quality) of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete |
| 141 | 900 mm dia RCC Hume Pipe NP2 class |
| 142 | Providing and constructing Inspection chambers of Internal size clear dimention of 900x600 mm in 230 thick brick masonry with cement mortar 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 mm thick on inside, outside and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900X450mm, embedding the frame and cover with CC1:2:4 concrete, and fixing castiron steps if necessary at 300mm intervals complete. Depth of chamber not exceeding 900mm.(excavation,soling,castiron cover and C.Isteps will be paid separately under relevant item) |
| 143 | Supplying and fixing Cast Iron Manhole or Cast Iron Steps cover of approved make, size and weight as specified in the drawings or as directed by the Engineer in charge. |
| 144 | False cealing |
| 145 | Providing and Fixing AEROLITE False Ceiling- tiles- Cosmos / Spintone / Hexa /Quadra Models in position Suspended false ceiling system using 600 x 600mm Calcium Silicate Ceiling tiles (AEROLITE ceiling systems) Tiles having 15mm densified edges and 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approvred surface design and edge profile (TEGULAR/ SPINTONE) placed in a suspended grid of size of 600 x 600mm made of hot-dipped G.I steel sections having an exposed surface capping of pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200 mm shall be inserted in to slots between the main tees at 600mm centres and thereafter in direction vertical to the longer tees, cross tees of size 24 x 28 x 0.33mm x 600mm shall be inserted to form a grid size of 600 x 600 mm resting on the perifery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness. The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge. The main tees to be suspended from the ceiling/ soffit with the help of matal dash fastners of 6mmx50mm, soffit clits of 25mmx35xxx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips. the entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment) |
| 146 | Providing and fixing in position suspended seamless false ceiling system using 12.50 mm thick moisture resistant plain gypsum board (GYPROC. MR of M/s .Saint Gobain make) suspended ceiling, which includes Gypsteel ULTRA™ CRP surface ribbed perimeter channels (having one flange of 20mm and another flange of 30mm and a web of 27mm) along the perimeter of ceiling, screw fixed to brick wall/partition with the help of nylon sleeves and screws, at 610mm centres. Then suspending Gypsteel ULTRA™ CRP surface ribbed intermediate channels of size 45mm (with two flanges of 15mm each) from the soffit at 1220mm centres withGypsteel ULTRA™ CRP surface ribbed ceiling angle of width 25mmx10mm fixed to soffit with GI cleat and steel expansion fasteners (Mfg by Ms Saint Gobain Gyproc).Gypsteel ULTRA™ CRP surface ribbed Ceiling section of having web of 51.5mm and two flanges of 26mm each with lips of 10.5mm are then fixed to the Gypsteel ULTRA™ intermediate channel with the help of connecting clip and in direction perpendicular to the Gypsteel intermediate™ channel at 457.5mm centres. Single layer of 12.5mm tapered edge Gyproc® MR (conforming to BS 1230 part 1) is then screw fixed to ceiling section with 25mm drywall screws at 230mm centres. Screw fixing is done mechanically either withscrew driver or drilling machine with suitable attachment. Finally square and tapered edges of the boards are to be jointed and finished so as to have a flush look which includes filling and finishing with Gyproc jointing compound, Gyproc joint paper tape and two coats of drywall top coat (as per recommended practices of M/s Saint- Gobain Gyproc India) |
| 147 | Providing, hoisting and installing HDPE CYLINDRICAL vertical storage water tank 1000 lit capacity at required elevation moulded HDPE cylindrical vertical water storage tanks of approved make of the following capacities with suitable S. M. C cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15 mm to 50 nn n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Engineer-in-charg |
| 148 | Providing and laying integral cement based treatment for water proofing (Using Rough SHAHBAD Stone (Using 100% RIVER Sand) (BOX TYPE) on horizontal surfaces at all levels / depths as directed by the Engineer-in-charge and consisting of (1) Ist layer of 22 mm to 25 mm thick approved and specified Rough stone slab over a 25 mm thick base of C.M 1:3 (using River sand / Manufactured Sand) mixed with water proofing compound confirming to IS : 2645 in the proportion recommended by the manufacturer over levelling course, (Levelling course to be paid for separately) Joints sealed and grouted with cement slurry mixed with waterproofing compound. (ii) 2nd layer of 25 mm thick C.M 1:3 (using river sand / Manufactured Sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm / sq.m thoroughly embedded in the 2nd layer |
| 149 | Providing and laying integral cement based treatment for water proofing (Using Rough SHAHBAD Stone (Using 100% RIVER Sand) on the vertical surface by fixing specified stone slab 20 mm thick with cement slurry mixed with water proofing compound confirming to IS 2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of the stone slab with C.M 1:4 (using RIVER sand / Manufactured Sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by the Engineer-in-Charge |
| 150 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With Flyash bricks of class designation 7.5 |
| 151 | ELECTRICAL WORKS |
| 152 | Supply & Installation of 25mm dia MMS PVC conduit as per specification |
| 153 | Supply & Installation of 32 mm dia MMS PVC conduit as per specification |
| 154 | Supply and Installation of following metal flush box as per technical documents and as directed by the engineering in charge |
| 155 | Supply & Installation of 6M metalflush box |
| 156 | Supply & Installation of 3M metalflush box |
| 157 | Supply & Installation of 2M metalflush box |
| 158 | Supply & Installation of Fan hook box as per specification including cover plate |
| 159 | Supply, Installation, Testing and Commissioning of 4-way 7 segment per phase isolation, flush mounted Distribution Board on wall /structure |
| 160 | Supply, Installation, Testing and Commissioning of 12-way SPN flush mounted Distribution Board on wall /structure |
| 161 | Supply, Installation, Testing and Commissioning of 18-way SPNflush mounted Distribution Board on wall /structure |
| 162 | Supply, Installation, Testing and Commissioning of 4-way SPN flush mounted Distribution Board on wall /structure |
| 163 | Supply, Installation and Testing of following electrical point wiring as per specifications |
| 164 | Room Circuit wiring with 2.5 Sqmm, FRLSH, PVC insulated Copper wirefor Phase, Neutral, Earth from LP DB located in the same room to switch board |
| 165 | Common Area Circuit wiring with 2.5 Sqmm, FRLS, PVC insulated Copperwire forPhase, Neutral, Earthfrom LP DB to switch boards |
| 166 | Circuit wiring with 4 Sqmm, FRLS, PVC insulated Copper wireforPhase, Neutral, Earth from DB to switch boards(washrooms) approximately 24 metres from DB |
| 167 | Primary power point wiring with 2.5 Sqmm, FRLS, PVC insulated Copper wire for phase, neutral, Earth from LPDB located in the same room to switch board |
| 168 | Secondary power point wiring located seperately not in the same box of primary power point with 2.5 sqmm, FRLS, PVC insulated Copper wire for phase, neutral, Earth from LP DB located in the same room to switch board |
| 169 | Primary light/fan point wiring with 1.5 sqmm for phase, neutral and 2.5 sqmm for Earth, FRLS, PVC insulated Copper Conductor from LP DB located in the same room to switch board |
| 170 | Secondary light point wiring with 1.5 sqmm for phase, neutral and 2.5 sqmm for Earth, FRLS, PVC insulated Copper Conductor from LP DB located in the same room to switch board |
| 171 | AC point wiring for Split AC with 4 sqmm, FRLS, PVC insulated Copper Conductor for Phase, Neutral and Earth from AC DB to Switch board |
| 172 | Circuit wiring with 10 Sqmm, FRLSH, PVC insulated Copper Conductor for three phases,neutral and Earth for AC DB from Plugin box of Busbar trunking |
| 173 | Supply & Installation of Modular wiring devices as per specification |
| 174 | 16A switch with indication (1 Way) |
| 175 | 25A switch with indication (2M, 1 Way) |
| 176 | 6/10A switch (1 Way) |
| 177 | 10A switch (2 Way) |
| 178 | 6/16A socket |
| 179 | 25A socket |
| 180 | Fan regulator (2 Module) |
| 181 | 3 Pin plug top, 16A |
| 182 | Supply & Installation of cover plate & frame for 6 Module |
| 183 | Supply & Installation of cover plate & frame for 3 Module |
| 184 | Supply & Installation of cover plate & frame for 2 Module |
| 185 | Supply, Installation, Testing and Commissioning of 1400 mm sweep ceiling Fan |
| 186 | Supply, Installation, Testing and Commissioning of 900 mm sweep ceiling Fan |
| 187 | Supply, Installation, Testing and Commissioning of 230 mm sweep diameter metal Exhaust Fan including connecting cable and plugtops |
| 188 | Supply, Installation, Testing and Commissioning of 300 mm sweep wall mounted Fans including connecting cable and plugtops |
| 189 | Supply, installation of Miniature circuit breakers in distibution boards as per specification |
| 190 | 4P 63 A,10 kA,Type C, MCB |
| 191 | DP 63A,30 mA RCCB |
| 192 | DP 32A/40A,30 mA RCCB |
| 193 | DP 63A, 10 kA,Type C, MCB |
| 194 | DP 32A/40A, 10 kA,Type C, MCB |
| 195 | SP 16A,10 kA,Type C, MCB |
| 196 | SP 20A,10 kA,Type C,MCB |
| 197 | SP 10A,10 kA,Type C,MCB |
| 198 | Dummy covers for switches/DB |
| 199 | Supply, Installation, Testing and Commissioning of 100A, 36 kA, Compact Motorized MCCBwith control supply of AC 230V (Control supply- ON MCCB - ON, Control Supply - OFF MCCB- OFF) with Earth leakage protection and indications for R, Y, B phases to be mounted on wall/structure,provision for armoured cable termination |
| 200 | Supply, Installation, Testing and Commissioning of 100 W, Outdoor, LED type Flood lights as per specification |
| 201 | Supply, Installation and Testing of Recess/Surface Mounted, 36 W, LED lights of size 2 feet X 2 feet |
| 202 | Supply, Installation and Testing of Recess/Surface Mounted 12 W LEDlights |
| 203 | Supply, Installation, Testing and Commissioning of 3.5C X 400 sqmm, XLPE-FRLS,Aluminium armoured cable in under ground/ on tray/wall/trench/Beam/structure. (Length of cable may slightly vary as per site condition) |
| 204 | Supply, Installation, Testing of Heat Shrinkable Straight joint kits for 3.5C X 400 sqmm, XLPE-FRLS, Aluminium armoured cable |
| 205 | Supply, Installation, Testing and Commissioning of 3.5C X 240 sqmm, XLPE-FRLS, Aluminium armoured cable in under ground/ on tray /wall/trench/Beam/structure. |
| 206 | Supply, Installation, Testing and Commissioning of3CX 6 Sqmm, PVC-FRLSH, Copper flexible cable through conduit/tray/ wall from Plugin box of Busbar Trunking to Distribution board including PG gland, lugs for termination on tray /wall/trench |
| 207 | Supply, Installation, Testing and Commissioning of 4C X 16 Sqmm XLPE, Copper armoured cable on tray /wall/trench |
| 208 | Supply and Installation of 3C X 2.5 Sqmm, PVC-FRLSH, Copper flexible cable for control wiring/power point wiring including PG gland and lugs for termination on tray /wall/trench |
| 209 | Cable end terminations of 3.5CX240 Sqmm, XLPE, Aluminiumcable including double compressed gland (brass) & Heavy duty long barrel crimping type copper lugs |
| 210 | Cable end terminations of 4C X16 Sqmm, XLPE, Copper cable including double compressed gland(brass) & Heavy duty long barrel crimping type copper lugs |
| 211 | Supply, Installation, Testing and Commissioning of LT Power supply distrubuton panel with copper busbar including earth busbar and Short circuit withstand current of 50 kA for bus bars and droppers, 2mm thickness of CRCA sheet outer frame, LED indications for phase R,Y & B for incoming feeders along the indications for MCCB, Emergency stop to be provided, panel control wiring should be copper 2.5 sqmm FRLS type; it also includes with Volmeter, Ammeter and Energy meter or Multifunctional Meter(MFM):a) Incoming: 415 V, 4Pole, 400 A, 50 kA, Microprocessor based MCCB with Over current and Earth fault protection - 3 No. (2 Incoming feeders and 1 bus coupler)b) Outgoing:415 V, 4Pole, 400 A, 50 kA, Microprocessor based MCCB with Over current and Earth fault protection - 2 No. (2 outgoing feeders);4P, 100 A, 36 kA, Microprocessor based MCCB with Over current and Earth fault protection - 6 No. ; 4P, 63A, 36kA, MCCB including Contactor and timer- 2 No.s (for Street light outgoing feeder) |
| 212 | Supply, Installation, Testing and Commissioning of Extension of existing LT Panel (Schneider BLOKSET) with four feeders of capacity 400 A, 4 Pole, Microprocessor based MCCB - 2 No. ; 250 A, 4 Pole, Microprocessor based MCCB - 2 No., Busbar is made of copper material |
| 213 | Supply, Installation, Testing and commissioning of Sandwich type Busbar trunking with busbar material aluminium, busbar rating of 400A , 3 phase plus 100 percent neutralplus integral ground earth, Rated voltage of 1000V, Short circuit breaking capacity of 50kA for 1 sec, consistingof end feed box to charge bus trunking through LT Panel 400 A MCCB, 30 No. Plug in boxes of capacity 63 A for power tapping (without MCCB\"s , GI enclosure with surface coating/ powder coating (RAL 7032), IP54 protection as per specification |
| 214 | Supply and Installation of MS item like angels/channels/ plates as per site requirement etc for supporing cable trays/ electrical items, includingfabrication, welding, fixing with anchor fastener, protection of MS item with anti corrosion and two coat of black paint. |
| 215 | Supply, Installation, Testing and Commisioning of Earth pits with600mm X 600mm X 3mm Copper plate as per IS: 3043, earth excavation min. to a depth of 3.6 metres from ground level in all types of soils including charcoal, salt, brick masonary chamber, white wash, cast iron hinged cover & testing of earth resistance values, marking earth resistance values on the earth pit chamber. |
| 216 | Supply and Installation of\"25 mm X 3mm\"copper earth strip oncable tray/ wall /structure with insulatorsto panels/ motors/ Earth pits |
| 217 | Supply and Installation of\"25 mm X 5mm\"hot dipped GI Flat earth strip with clamps at every 1.5 metre distance along with all accessories oncable tray/wall / structure with insulatorsto panels/ motors/ Earth pits |
| 218 | Supply and Installation of Vertical Air terminal (Free standing type-500mm Height) along with all accessories required as per specification |
| 219 | Supply and Installation of test links as per specification |
| 220 | Design, Fabrication, Supply, Installation, Testing and Commissioning of 10 Passenger capacity Machine Room Less(MRL) Elevator for a two storey building (G+2), AC VVVF variable voltage variable frequency with 30%-50% power saving, Full Collective simplex control with Micro processor /PLC technology (Latest model) as per technical specification |
| 221 | Supply & Installation of 200 mm wide, GI ladder cable tray (thickness 2mm, height 100mm) to carry power cables, & control cables including bends, tees, crosses, Elbows, accerrosies( hot dipped GI) like nuts, bolts, couplers etc and two run 50 mmX6mmGI-Flat/strip( hot dipped GI) along the cable tray for equipment/ system earthing |
| 222 | Horizontal augering of size 150 mm underneath of Existing roads through any type of soil as given in technical specification for laying of 150 mm HDPE pipes |
| 223 | Manual Earth excavation for under ground cable/ trench/ pits |
| 224 | Machine based Earth excavation for under ground cable/ trench/ pits |
| 225 | Brick protection for the underground cable including sand, warning tape as per SLD |
| 226 | Supply and Installation of dia 150 mm, NP2 class Hume pipes of 3 metres for laying cables |
| 227 | Supply and Installation of dia 150 mm HDPE Pipes through augering bore for laying of LT cables |
| 228 | Supply and Installation of dia 50 mm HDPE Pipes for laying of LT cables |
| 229 | Supply, Installation and Commisioning of Cable route markers (each for 20 metre distance) |
| 230 | Supply, Installation of Steel flexible conduit of dia (25mm to 32 mm) on tray /wall/trench as per Site condition |
| 231 | Supply and Installation of 25x12 mm PVC casing/caping on wall/beam |
| 232 | Supply and Installation of Electrical insulating rubber mats for electrical safety at Panels/ Motors |
| 233 | Supply and Installation of Multi-lingual Danger Boards |
| 234 | Supply and Installation ofMulti-lingual Danger Stickers |
| 235 | Supply and Installation of Fire Extinguishers (1 Set consisting of CO2 - 1 No., DCP - 1 No.) of Capacity weight 4.5kgs |
| 236 | Supply and Installation of rigid Photo luminescent Signage boards to be suspended from ceiling/wall, surface mounted of size 150mmX400mm (Non powered) to be visible from 15 metres such that it will give accurate guidance to the employees working in the environment (Office building G+2) |
| 237 | IT WORKS |
| 238 | Supply, Installation, Testing & Commissioning of the following at all locations as directed by the EIC. |
| 239 | 24 F OFC Supply & Laying |
| 240 | HDPE conduit, 50 mm |
| 241 | LIU 24 port Supply & installation |
| 242 | Splicing |
| 243 | IP Phone, PoE, Supply Configuration. |
| 244 | IP-PBX 500 users, Supply & Configuration |
| 245 | OFC Patch cords LC-LC, 3 mtr, Supply |
| 246 | Network Rack (Size: 15U), with Three cable manager & PDU with 8 outlets of 6 Amp, Four Fans, Wall mount, Supply & installation |
| 247 | CAT6 patch panel, 48 port, supply, Instal;lation & termination |
| 248 | Cat-6 UTP cable, Supply, laying & termination at both ends |
| 249 | Length: 1 meter utp patch cords |
| 250 | Length: 3 meter utp patch cords |
| 251 | Length: 5 meter utp patch cords |
| 252 | PVC conduit: |
| 253 | 1600 VA inverter with two batteries of 200 Ah with trolley & stand |
| 254 | RCC Chamber 1 m dia & 1 m depth |
| 255 | RCC Hume pipe 300 dia, 2 mtr length |
| 256 | RJ45 Computer Male Plug for Cat-6 UTP |
| 257 | Route marker, Supply & Installation |
| 258 | Frame for Single outlet (single module) Face plate & One Female RJ45 gold plated socket |
| 259 | Frame for four outlet (four module) Face plate & Four Female RJ45 gold plated socket, one blanking plate |
| 260 | 48 Port Gigbit Ethernet Switch with 4 no SFP module polpulated |
| 261 | 48 Port PoE Switch,with 4 no SFP module polpulated |
| 262 | IP PoE Bullet Cameras 4 MP |
| 263 | IP PoE Dome Cameras: 4 MP |
| 264 | Network Video Recorder: |
| 265 | Survilance Hard disk, 6 TB |
| 266 | 42\" LED Monitor: |
| 267 | Portable system for configuration & testing |
| 268 | Excavation of soil and refilling by manual means upto a depth of 1.00to 1.50 mtr. |
| 269 | Air Conditioning Work |
| 270 | Supply of split ac of 1.5 Tr capacity, 5 star rating INVERTER Model Cool type split AC unit with high wall mounted Single Split indoor unit and outdoor condensing unit Hermetically sealed compressor suitable for operation on 230V, 50Hz, 1Phase AC supply capable of performing Heat cool dehumidifying air circulating and filtering with cooling and condensing units with 3 mts of copper piping, insulation kit and 4 mts of 4 core copper flexible chord with cordless remote control etc., dual barrier coating in order to protect coil form oxidation.Following are the specification: Cooling capacity in TR : 1.5 TR, Inverter type.Rating as per ISEER: 5 starCoil material : Copper with protective blue fin anti corrosioncoatingRated voltage: 230 V, Single phase, 50 HzRefrigereant:R32 / R410A / R-134A / R290 / R600ACasing and capping made of pvc: complete covering ofrefrigerant pipe between ID & OD units with casing and capping made ofPVC. Stabilizer : 230V, 50 Hz suitable for 1.5 TR AC.Supply & Installation of 16 Amps plug top, Supply and installation of Split AC outdoor stand andSupply and fixing of AC Line PVC self adhesive tape (white roll) is also in the scope of work. |
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