Directorate of Urban Affairs has published Tender For Construction Of Unity Mall And Infrastructure In The New Shillong Township, Shillong, Meghalaya. Submission Date for this Tender is 28-02-2024. Infrastructure Work Tenders in East Khasi Hills Meghalaya. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Feb-2024 | Latest Price Bid Corrigendum | BOQ | 20-02-2024 |
| 2 | 01-Feb-2024 | Price Bid Corrigendum | BOQ | 20-02-2024 |
| 3 | 01-Feb-2024 | EHS and Quality manuals | Other | 20-02-2024 |
| 4 | 01-Feb-2024 | SCC O and M | Terms and Conditions | 20-02-2024 |
| 5 | 01-Feb-2024 | Technical Corrigendum | Technical Bid | 20-02-2024 |
| 6 | 19-Feb-2024 | Notice for Extension of Time | Date | 28-02-2024 |
| Sl. No. | Item Description |
| 1 | Site Clearing- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201; B) By Mechanical means; i) In area of non-thorny jungle |
| 2 | Earthwork in excavation by Mechanical means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soils. B) ln ordinary rock (soft rock/ medium rock/ hard shale) |
| 3 | Earthwork in excavation by Mechanical means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soils. C) ln hard rock (i) Requiring blasting |
| 4 | Earthwork in excavation by Mechanical means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soils. C) ln hard rock (ii) BIasting prohibited |
| 5 | Earthwork in excavation by Mechanical means up to a depth of 2-4m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soils. B) ln ordinary rock (soft rock/ medium rock/ hard shale) |
| 6 | Earthwork in excavation by Mechanical means up to a depth of 4-6m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soils. B) ln ordinary rock (soft rock/ medium rock/ hard shale) |
| 7 | Earthwork in excavation by Mechanical means up to a depth of 6-8 m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soils. B) ln ordinary rock (soft rock/ medium rock/ hard shale) |
| 8 | Earth work in excavation by manual/ mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge. B) ln ordinary rock |
| 9 | Earth work in excavation by manual/ mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge. C) ln hard rock (ii) Required BIasting |
| 10 | Earth work in excavation by manual/ mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge. C) ln hard rock (ii) BIasting prohibited |
| 11 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 m. (a) With available excavated earth |
| 12 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in . B) With borrowed earth/ stone dust carriage up to 5 Km |
| 13 | Providing and laying good quality cinder (steam coal) concrete in cement cinder mix (1:15) proportion using 12.5 mm nominal size cinder laid in layers and compacted as directed for filling sunken floors including cost and conveyance of all materials, water to work site, seigniorage charges and all operational, incidental, labour charges, such as mixing cement & cinder etc. complete for finished item of work as directed by Engineer In-charge. |
| 14 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with all lead and lift as per Technical Specification Clause 303.1. |
| 15 | Lime Treated Soil for Sub-Base Subgrade Providing, laying and spreading soil on a prepared sub-grade, pulverizing, mixing the spread soil in place with rotavator with 4 percent slaked lime with minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the maximum dry density to form a layer of sub-base as per Technical Specification Clause 403. |
| 16 | Granular sub-base/ base/ surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per Technical Specification Clause 408. (i) Using Naturally Occurring Gravel |
| 17 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means |
| 18 | Providing soling with stone, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. B) Stone Soiling (ii)150mm thick |
| 19 | Prime Coat (i) low Porosity: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per Technical Specification clause 502. |
| 20 | Tack Coat with Bitumen Emulsion (ii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm on the dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification clause 503. |
| 21 | Dense Graded Bituminous Macadam: Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP/ DMP 60-90 TPH capacity/ 80-100TPH capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specification clause no. 507 complete in all respects. 40mm Nominal size Grading |
| 22 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant/ DMP 60-90 TPH capacity/ 80-100 TPH capacity using crushed aggregates of specified grading, premixed with bituminous binder @5.0 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specification clause no. 507 complete in all respects. 19mm Nominal size Grading |
| 23 | Filling sunken floor with broken brick bats/ stone aggregates and sand including compacting and supplying of materials complete as specified and directed for all levels.a) Brick Bats |
| 24 | Disposal Of surplus earth/ unserviceable material from the work site including loading and unloading complete with all lead & lift as directed by Engineer Incharge. |
| 25 | PCC: Providing & laying Plain Cement Concrete works in foundation bed for footing steps, walls, brick works etc. below plinth level as directed and specified including dewatering if necessary, and curing complete as directed by Engineer Incharge. B) M10 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 26 | Providing and laying in position mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and admixtures in recommended proportions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In-charge. A) All works upto plinth level |
| 27 | Providing and laying in position mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and admixtures in recommended proportions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In-charge. B) All works above plinth level up to first floor level |
| 28 | Providing and laying in position mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and admixtures in recommended proportions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In-charge. C) All works above first floor level up to second floor level |
| 29 | Providing and laying in position mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and admixtures in recommended proportions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In-charge. D) All works above Second floor level up to Third floor level |
| 30 | Reinforced cement concrete work in beams, slabs, roofs having slope up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to all levels/ floors, including the cost of cantering, shuttering, finishing, but excluding reinforcement. M20 1 :1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 31 | Providing and laying in position mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and admixtures in recommended proportions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In-charge. For Deck Slab, Bridge Slab and other all required elements |
| 32 | Supplying, fitting and fixing in position Thermo-Mechanically Treated (TMT) reinforcement bars conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) A) All works foundation, below plinth level and up to 1st floor level |
| 33 | Supplying, fitting and fixing in position Thermo-Mechanically Treated (TMT) reinforcement bars conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) B) All works above first floor level up to second floor level |
| 34 | Supplying, fitting and fixing in position Thermo-Mechanically Treated (TMT) reinforcement bars conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) B) All works above Second floor level up to Third floor level |
| 35 | Trimix: Providing and laying C.C. Pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. including panel shuttering, centring, groove cutting and filling sealant complete as per specifications and directions of Engineer In-charge. |
| 36 | Covering top of membrane with Geotextile, 250 gsm non-woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufacturer"s recommendation. |
| 37 | Supplying and laying and placing of 330mm weld spacing FC Flexicell/ Geocell of 250mm cell depth for stabilizing the sub-grade of road work in all respect including all except cost of filler material as per direction of Engineer Incharge . |
| 38 | Supplying & laying of bi-axial extruded high modulus polypropylene Geogrid coforming to Morth specification for base/ sub-base reinforcement having minimum tensile strength 40kN/m in the longitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm x 38mm mesh opening. |
| 39 | Providing weep holes in brick/ stone masonry, plain/ reinforced concrete abutments, wing walls, return walls with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) : 20 (H) towards drawing face complete as per drawing and Technical Specification Clauses 614, 709, 1204.3.7. |
| 40 | Supply & loading, of relevant activity wise specifications referring to CPWD manuals etc. completed for Internal dimension 300mm X 300mm Precast 2000mm long U-shaped drain and 500mm long 60mm thick Precast Lid Perforated Cover for various size and types of storm water drain as specified in detail drawings confirming to Japanese Industrial Standards, ASTM & satisfying relevant IS code requirements, manufactured by using advanced precast technology having High Performance Self Compacting Concrete of M-40-cylinder strength or M-50 Cube strength, steam cured and using Fe 500D reinforcement bar. It shall have tie shape groove of 10-20 mm width x 2 mm depth as per manufacturing specs on both sides of each precast unit product for jointing two precast units & designed to take T-6 load as side drain– 4.8 T, axle load – 2.4 T, wheel load confirming the precast manufacturer should have minimum 5 years of work experience in production of similar precast products in India. It shall have proper provisions at appropriate location for mechanical installation, including supply, transportation, loading, at project site. Manufacturer shall produce product guarantee for minimum 10 years. Precast products shall be of Fuji or Equivalent as approved by authority. No casting shall be allowed to be prepared at site in any case. It should be casted in the stringent atmospheric & pre-defined condition, as per approved QAP by Engineer In-charge. |
| 41 | Providing and fixing 20mm thick drain cells with surface area consisting 90-95% void and made of 100% recycled polypropylene. It shall be unaffected by moulds, algae, soil-borne chemicals, bacteria and bitumen and shall serve at the temperature ranging from 30 to 120 degree Celcius. It shall possess the compessive strength of 163.4 tonne/sqm and the flow rate per unit width shall be greater than 320 litre/min. The rate shall include all the material, fixing, labour and machinery all complete as per drawing and as directed by Engineer In-charge. |
| 42 | Sand filling in plinth in layers not exceeding 150 mm thick including breaking of clods, consolidating by ramming and watering complete as directed by Engineer In-charge. |
| 43 | Supplying, filling, spreading & levelling gravels of size range 5 to 10 mm for lake/ pond, swale, pathway etc. complete, in the required thickness, for all leads & lifts, all complete as per direction of Engineer In-charge. |
| 44 | Supplying, filling, spreading & levelling stones boulders of size range 100 to 300 mm for lake/ pond, swale, etc. complete, in the required thickness, for all leads & lifts, all complete as per direction of Engineer In-charge. |
| 45 | Supplying, filling, spreading & levelling stones boulders of size range 300 to 2000 mm including making shape, cutting, chiselling, grouting and fixing with required holefast for lake/ pond fall, swale fall, etc. complete, in the required thickness, for all leads & lifts, all complete as per direction of Engineer In-charge. |
| 46 | PVC Sleeve 50mm - Providing, placing and fixing PVC sleeve 50mm dia in slab, beam, walls, etc. as per the details shown in drawing. |
| 47 | PVC Sleeve 75mm - Providing, placing and fixing PVC sleeve 75mm dia in slab, beam, walls, etc. as per the details shown in drawing. |
| 48 | PVC Sleeve 110mm - Providing, placing and fixing PVC sleeve 110mm dia in slab, beam, walls, etc. as per the details shown in drawing. |
| 49 | PVC Sleeve 160mm - Providing, placing and fixing PVC sleeve 160mm dia in slab, beam, walls, etc. as per the details shown in drawing. |
| 50 | Grinding, Chamfering and moulding of concrete in reinforced concrete work at all levels and according to shapes, disposal of waste materials for all lead and lift including equipment, safety precautions etc. complete as per specification, drawing and directed by Engineer In-charge, but excluding cutting of reinforcement. |
| 51 | Core Cutting : Providing and wet drilling accurate and clean holes of specified diameter in walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) machine including scafolding, safety majors, disposing the debris, cleaning for all levels/ all height as per drawing etc. compete. Rate shall be inclusive of filling the hole with non shrink grout and waterproof in good manner. Measurement shall be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency only. (a) holes from 1mm to 150 mm dia. |
| 52 | Core Cutting : Providing and wet drilling accurate and clean holes of specified diameter in walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) machine including scafolding, safety majors, disposing the debris, cleaning for all levels/ all height as per drawing etc. compete. Rate shall be inclusive of filling the hole with non shrink grout and waterproof in good manner. Measurement shall be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency only. (b) holes from 150mm to 300 mm dia. |
| 53 | Structural Steel Work : Providing, fabricating, assembling, hoisting/ erecting and fixing in position at all heights/ all levels/ all floors/ all shapes/ all sizes with all leads and lifts using Hot dip Galvanized (Zinc) thickness of min. 140 (µm) micron after grit/ sand blasting over E300 grade of MS Rolled Steel Sections, Hollow Sections, Tubular Sections, MS Plates, Chequered Plates, MS Pipes, Perforated Sheets, Flats, Bright Bars, Angles, MS Sheet, Girder, Channels, Beams, Threaded GI bolts, Threaded J bolts, Insert Plates, Support Plates etc. all confirming to latest relevant IS Codes for Structural Steel Work such as gratings over drain channels, staircases, railings, handrails, jali, gates, grills, bracings, platforms, brackets, ladders, monkey ladders, cattle traps, windows, pipe racks, rugs, false ceiling frames, roofing, canopy, fencing posts, screen/ fencing frames etc. including wastage, straightening, cutting, shapes, bending, curving, carving, bolting and welding the members at site/ shop as per structural drawings and detailed specifications for materials & workmanship including necessary scaffolding/ staging etc. complete in the situations described hereinafter and comprising of: i) Profile cutting of components to required length/ width and shape/ profile; ii) Smooth grinding/ machining of edges/ faces/ all welding joints; iii) Necessary welding (electric arc welding) for required weld lengths and sizes. iv) Machine drilling of holes for joining/ anchoring (measurement will be paid for as actual cut length used at site). The rate shall include grit/ sand blasting, degreasing and preparation of rust free surface manually or mechanically, Hot dip Galvanized (Zinc), applying chemical pre-treatment to the prepared surface to improve adhesion of subsequent coat, 2 coat of Epoxy Paint thickness of min. 150 (µm) micron and 1 coat of PU Paint thickness of min. 60 (µm) micron of approved shade of paint by spray only till required finish/ shade over all the surfaces of the steel sections after proper surface preparation. |
| 54 | *Note: The contractor shall submit fabrication/ shop drawings based on construction drawings and approved 2 9two) mock up from Architect. The fabrication work shall start only after approval of the fabrication drawings submitted by contractor. Any change required for stability in the fabrication drawings shall be carried out at no extra cost. Fabrication shall be executed in a perfect architectural workmanship and as per section V & VI of IS 800 & IS 7215. Welding shall be carried out by qualified welders/ fabricators of required length, grinding, finishing edges, filling and finishing the welded spots/ gaps with grout/ sealant/ chemical. The nut-bolts, washers, anchor fasteners, rivets, nails, screws and other accessories etc. must be hot dip galvanized/ zinc coated for safety and structural stability of all works at site. The rate for the completed structural steel work shall be included the cost of all materials, labour, tools, plant and equipment required for fabrication, connections, oiling, painting, temporary erection, inspection, tests and complete final erection inclusive of breaking the floor/ slab/ beam for anchoring/ bolting and it"s repair for the work as shown in the drawings, specifications and as directed by the Engineer In-charge. a) Yield Strength of 250 Grade |
| 55 | b) Yield Strength of 310 Grade |
| 56 | c) Yield Strength of 350 Grade |
| 57 | Random Rubble Masonry with hard stone in foundation, plinth and superstructure including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) up to all levels/ floors and visible outer finish of stone as per drawing with: (a) Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 58 | Random Rubble Masonry Cladding with hard stone (cherra/ local stone block) in foundation, plinth and superstructure up to all levels/ floors and visible outer finish of stone as per drawing with: (a) Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 59 | Cladding- Providing, supplying, fitting, fixing and laying of dressed stone block walling and tile slab (cherra/ local stone block) laid on 25mm thick base in cement mortar 1 :3, jointed with grey cement slurry, pointing with white cement slurry of required colour pigment including clearing, rubbing etc. complete as a cherra stone block (300mm x 150mm x 50mm) |
| 60 | Pointing on Stone work or Stone flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flushed/ Pluled/ Strucked or Weathered Pointing |
| 61 | Pointing on Brick work or Brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flushed/ Pluled/ Strucked or Weathered Pointing |
| 62 | Dry brick on flooring/ lining in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. (For Lake/ Pond/ Pathways) |
| 63 | Providing and laying Block Masonry with 100mm thick (Autoclaved Aerated Cement) AAC blocks in super structure in cement mortar 1:4 (1 cement: 4 coarse sand). The rate includes providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of masonry work. A) All works foundation, below plinth level and up to 1st floor level |
| 64 | Providing and laying Block Masonry with 100mm thick (Autoclaved Aerated Cement) AAC blocks in super structure in cement mortar 1:4 (1 cement: 4 coarse sand). The rate includes providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of masonry work. (B) All works above first floor level up to second floor level |
| 65 | Providing and laying Block Masonry with 100 mm thick (Autoclaved Aerated Cement) AAC blocks in super structure in cement mortar 1:4 (1 cement: 4 coarse sand). The rate includes providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of masonry work. (C) All works above second floor level up to third floor level |
| 66 | Brick work with common burnt clay (non modular) 1st class bricks in foundation and in plinth: (a) Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 67 | Providing and laying Block Masonry with 150 mm/ 230mm/ 300 mm thick (Autoclaved Aerated Cement) AAC blocks in super structure with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer In-charge. (The payment of RCC band and reinforcement shall be made for separately.) A) All works foundation, below plinth level and up to 1st floor level |
| 68 | Providing and laying Block Masonry with 150 mm/ 230mm/ 300 mm thick (Autoclaved Aerated Cement) AAC blocks in super structure with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer In-charge. (The payment of RCC band and reinforcement shall be made for separately.) (B) All works above first floor level up to second floor level |
| 69 | Providing and laying Block Masonry with 150 mm/ 230mm/ 300 mm thick (Autoclaved Aerated Cement) AAC blocks in super structure with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer In-charge. (The payment of RCC band and reinforcement shall be made for separately.) (C) All works above second floor level up to third floor level |
| 70 | Providing 12mm thick cement plaster in a single coat on brick/ concrete walls for interior plastering finished with a floating coat of neat cement of mix C.M. 1:3 (1 cement : 3 sand) including providing and fixing 4/6 inch fibre mesh in CM 1:1 on concrete & brick junctions. |
| 71 | Providing 15mm thick cement plaster in a single coat on brick/ concrete walls for interior plastering finished with a floating coat of neat cement of mix C.M. 1:3 (1 cement : 3 sand) including providing and fixing 4/6 inch fibre mesh in CM 1:1 on concrete & brick junctions. |
| 72 | Providing 20mm thick cement plaster in a single coat on brick/ concrete walls for interior or exterior plastering finished with a floating coat of neat cement of mix C.M. 1:3 (1 cement : 3 sand) including providing and fixing 4/6 inch fibre mesh in CM 1:1 on concrete & brick junctions. |
| 73 | Providing 18mm cement plaster in two coats underlayer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement: 6 fine sand) including providing and fixing 4/6 inch fibre mesh in CM 1:2 on concrete & brick junctions. |
| 74 | Pebble dash plaster upto all height/ level above ground level with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. |
| 75 | Finishing with Deluxe Multi Surface Paint System for interiors and exteriors using primer as per manufacturer"s specification including scafolding upto all height/ level: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and one coat of special primer applied @ 0.75 ltr /10 sqm |
| 76 | Finishing walls with water proofing cement paint of required shade including scafolding upto all height/ level: New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 77 | Providing and applying Plaster of Paris Putty/ Birla Putty of 2mm thickness over plastered wall surfaces to prepare surface even & smooth complete including scafolding upto all height/ level. |
| 78 | Wall painting with Premium Acrylic Emulsion Paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture including scafolding upto all height/ level , including applying primer and additional coats and wherever required to achieve even shade and colour. b) Two coats or more coats |
| 79 | Finishing with Deluxe Multi Surface Paint System for interiors and exteriors using primer as per manufacturer"s specification including scafolding upto all height/ level: Painting wood work with Deluxe Mufti Surface Paint of required shade. Two or more coats applied @ 0.90 litre/10 sqm over an under coat of primer applied @ 0.75 Iitre/10 sqm of approved brand and manufacture. |
| 80 | Finishing walls with Textured Exterior Paint of required shade including scafolding upto all height/ level: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 81 | Providing & laying Kota stone slab 25 mm thick flooring over 30 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 :4 (1 cement: 4 coarse sand). Wax polishing is strictly not allowed. |
| 82 | Providing & Laying 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) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Wax polishing is strictly not allowed. |
| 83 | Providing and laying Flamed finish Granite stone flooring / coping in required size, design, colour and patterns, in linear as well as curvilinear portions with approved finishes all complete as per the architectural drawings with 18-20 mm thick stone slab over 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade including rubbing, pointing, curing, polishing, moulding/ champhering at edges and final scrubbing using mechanical/ manual means to achieve clean surface etc. all complete as specified and as directed by the Engineer In-charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 18-20 mm thick Flamed finish Granite stone |
| 84 | Providing and laying Flamed finish Granite stone for stone cladding, skirting, dado, steps, tread, risers, landing, wall lining, etc. laid on 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand)/ ready mixed adhesive finishing and and cement slurry @ 3.3 kg/sqm including portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade complete at all levels as directed by Engineer In-charge and as per drawing. It includes grooves, moulding/ chamfering, rubbing, pointing, curing, half-round moulding and polishing etc. all complete as specified in architectural drawing and as directed by the Engineer In-charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 18-20 mm thick Flamed Granite stone |
| 85 | Providing and laying Polished finish Granite stone flooring / coping in required size, design, colour and patterns, in linear as well as curvilinear portions with approved finishes all complete as per the architectural drawings with 18-20 mm thick stone slab over 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade including rubbing, pointing, curing, polishing, moulding/ champhering at edges and final scrubbing using mechanical/ manual means to achieve clean surface etc. all complete as specified and as directed by the Engineer In-charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 18-20 mm thick Polished finish Granite stone |
| 86 | Providing and fixing Polished finsihed Granite stone for stone cladding, skirting, dado, steps, tread, risers, landing, wall lining, etc. over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade complete at all levels as directed by Engineer In-charge and as per drawing. It includes grooves, moulding/ chamfering, rubbing, pointing, curing, half-round moulding and polishing etc. all complete as specified in architectural drawing and as directed by the Engineer In-charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 18-20 mm thick Polished finish Granite stone |
| 87 | Providing and laying Granite stone flooring in required colour, polish, size, design and patterns as per architectural drawing, in linear as well as curvilinear portions all complete as per the architectural drawings with 20mm thick stone slab over 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 Coarse sand), portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade including rubbing, pointing, curing, polishing, moulding/ champhering at edges and final scrubbing using mechanical/ manual means to achieve clean surface etc. all complete as specified and as directed by the Engineer In-charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 20 mm thick Granite stone |
| 88 | Providing and laying Flamed finish Granite stone flooring / coping in required size, design, colour and patterns, in linear as well as curvilinear portions with approved finishes all complete as per the architectural drawings with 30 mm thick stone slab over 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 Coarse sand), portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade including rubbing, pointing, curing, polishing, moulding/ champhering at edges and final scrubbing using mechanical/ manual means to achieve clean surface etc. all complete as specified and as directed by the Engineer In-charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 30 mm thick Flamed finish Granite stone |
| 89 | Providing and laying Granite stone flooring in required colour, polish, size, design and patterns as per architectural drawing, in linear as well as curvilinear portions all complete as per the architectural drawings with 30 mm thick stone slab over 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 Coarse sand), portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade including rubbing, pointing, curing, polishing, moulding/ champhering at edges and final scrubbing using mechanical/ manual means to achieve clean surface etc. all complete as specified and as directed by the Engineer-in-Charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 30 mm thick Granite stone |
| 90 | Providing and laying Polished finish Granite stone flooring / coping in required size, design, colour and patterns, in linear as well as curvilinear portions with approved finishes all complete as per the architectural drawings with 30 mm thick stone slab over 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 Coarse sand), portions butt jointed or with 5-8 mm gap as per design and drawing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per design and drawing with white cement slurry admixed with pigment of matching shade including rubbing, pointing, curing, polishing, moulding/ champhering at edges and final scrubbing using mechanical/ manual means to achieve clean surface etc. all complete as specified and as directed by the Engineer In-charge. Including Minimum 2 mockups for approval, complete for finished item of work. Wax polishing is strictly not allowed. 30 mm thick Polished finish Granite stone |
| 91 | Providing and fixing Granite cobble stones of size 100 x 100 x 100 mm of Black & Grey colors as approved by Architect, in approved pattern, laid on 20mm thick Cement mortar bed of proportion 1:6 and 6-10mm groove filling the joints with approved pigmented cement mortar in proportion 1:4, including grouting the joints in 1:2 proportion to match with the shade of respective stone, curing, polishing wherever applicable, cleaning, protecting etc. complete at all levels including fixing in cement mortar / ready mixed adhesive as approved and as directed by EIC. |
| 92 | Providing and fixing 500 micron thick HDPE Membrane confirming to ASTM D5199 having density 0.94 gm/cm3 (ASTM D1505/D792) and low temperature brittleness <-77 (ASTM D746). It shall possess tear resistence and puncture resistance of 73N and 200 N respectively and should contain carbon black content of 2-3%. The rate shall include all the fine grading/ levelling before fixing/ laying, jointing with heating technology, labour and machinery all complete as directed by the Engineer In-charge. Only plan area shall be measured and payable. |
| 93 | Crazy Ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm, mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer In-charge. |
| 94 | Providing and laying Vitrified floor tiles (up to or 600mm x 600mm) in different sizes as per drawing with water absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shades laid on 40 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. complete. |
| 95 | Providing and laying Vitrified tiles (up to or 600mm x 600mm) in different sizes as per drawing in skirting, riser of steps, dado with water absorption less than 0.08% and confirming to IS:15622, of approved make, in all colours and shades laid on 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 96 | Providing and fixing tactile studs and strips of stainless steel 316 grade (4nos strips in 300 x 300mm or 36nos studs in 300 x 300mm) designed to help the blind and visually impaired people and provide an anti-slip surface for all pedestrians as per drawing with required cuttings, holes, anchor fasteners, screws, fittings and required accessories etc. complete as per IS 15622:2017 and IRC:103-2012 standards as directed by Engineer In-charge. |
| 97 | Providing and laying damp proof course (DPC) with 25mm thick cement concrete in proportion 1:1.5:3 with graded stone aggregate of 10 mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed. |
| 98 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300 x 300 x 9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer In-charge. |
| 99 | Providing and applying anti-skid Polyurethane based Car Park flooring system: Surface preparation by using high end grinding, surface profile machines using diamond tools, scarifier and vacuum assisted system to achieve the profile with no undulations as approved. If any part of the floor is contaminated by grease/ oil, the contamination shall be removed before other forms of preparation is undertaken. Remove all laitance and weak or friable concrete to create a profile for better bonding, opening of cracks & cold joints by groove cutter machine/ manual preparation which needs to repair by using suitable epoxy putty or epoxy mortar as per site requirement, followed by providing & applying high build epoxy based primer, having Bond strength > 1.5 Mpa (Concrete Failure), Flexural strength > 45 Mpa, compressive strength > 35 Mpa, Tensile strength > 25 Mpa, to be applied @ 0.2-0.3 litre/sqm, immediately followed by providing & applying blind anti slip grains in wet condition, to be applied @ 4-6 Kg/sqm, allow the coating to dry for 14-16 Hrs, followed by providing & applying 2 coats of intermediate (as per RAL shade) PU coat, to be applied by roller of 1mm thickness, allow the coating to dry for 18-24 Hrs, followed by providing & applying final PU coat, to be applied 100 microns per coat, allow the coating to dry for 18-24 Hrs. |
| 100 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. |
| 101 | Providing and applying Stencil works for 200 microns Line Markings in Car Park areas using approved product of Polyurethane based coating using paint brush/ woolen roller, etc. The shall inclusive of all application tools and plants, all lead and lift, all height and level, all material, labour, etc. complete as per manufacturer`s standard and as directed by EIC. The required properties shall be as per ASTM/ BS-EN/ DIN Standards. (i.e. Signages for Speed Breakers, Electric Vehical, Turn arounds, Disabled Parking Bay, Way finding Arrows, Stop, Entry, Exit etc.) as per stencil patterns, colours and approved drawings. |
| 102 | Deck Flooring (WPC): Providing and fixing Deck flooring / coping made from high class Wood Plastic Composite (WPC) Panels made from 55%, Wood 35% High grade polymer (HDPE) and 10% Additives like bonding stabilizer, UV stabilizer etc. and the material should follow ASTM D 570, ASTM D 1894, ASTM D 256, ASTM D 790, ASTM D 1525, ASTM D 648, ISO 9352, IS 14887:2000. It should be weatherproof and suitable to be used in outdoor spaces with temperature ranging between -40 °C to 60 °C. WPC decking section should have bulk density of 1.2 g/cm3. Wood Polymer Composites products must be certified as Green Product by IGBC. WPC decking have thickness 23mm and width 145mm (145x23mm). The rates are inclusive of all lead and lift, all floor levels, all heights, all material and accessories like anchor fastners, scaffolding, labour etc. complete in all respects. |
| 103 | Providing and laying 80mm thick Paver over a base of 100 mm compacted sand gravel including cutting where necessary finished with flush pointing with cement slurry mixed with approved pigment to match shade of pavers complete at all levels as specified and directed. |
| 104 | Providing and laying 60mm thick Paver over a base of 100 mm compacted sand gravel including cutting where necessary finished with flush pointing with cement slurry mixed with approved pigment to match shade of pavers complete at all levels as specified and directed. |
| 105 | Providing and laying 500 x 500 x 40mm thick Turf Paver (Turf pave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer In-charge. |
| 106 | Providing, supplying, fitting, fixing and laying of 100mm thick dressed stone block flooring (cherra/ local stone block) in required sizes, shapes and pattern as per drawing laid on 25mm thick base in cement mortar 1 :3 and jointed with grey cement slurry including clearing, rubbing, etc. complete as directed. |
| 107 | Providing and fixing Precast Kerb blocks of various types (Half Batter, Bull Nose, Flat, Offlet, Transition, Dropper, etc.) and size of 600 x 450 x 150mm steel mould vaccum wet pressed for connecting roads, pathway, prominade and other areas with true line & level, including grading, geometrical shapes in curves, circles etc. at respective finish level etc. completed as specified in drawing and specification. It shall be M25 grade of cement concrete and fitted/ jointed in C:M 1:1 with throughly curing, rendering with cement slurry, cleaning the joints neatly etc. completed as directed by EIC. It allows to satisfy respective IS codes for materials, manufacturing process and test results. |
| 108 | Providing and fixing Precast Kerb blocks of various types (Half Batter, Bull Nose, Flat, Offlet, Transition, Dropper, etc.) and size of 600 x 300 x 150mm steel mould vaccum wet pressed for connecting roads, pathway, prominade and other areas with true line & level, including grading, geometrical shapes in curves, circles etc. at respective finish level etc. completed as specified in drawing and specification. It shall be M25 grade of cement concrete and fitted/ jointed in C:M 1:1 with throughly curing, rendering with cement slurry, cleaning the joints neatly etc. completed as directed by EIC. It allows to satisfy respective IS codes for materials, manufacturing process and test results. |
| 109 | Supplying, providing and applying Stonecrete or Grit Wash Flooring of approved colour, shape and pattern as per drawing, in 2 layers, underlayer 12 mm cement plaster 1 :4 (1 cement: 4 coarse sand), furrowing the underlayer with scratching tool, applying cement slurry on the underlayer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:0.5:2 (1 cement: 0.5 dolomite powder: 2 stone chippings 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer In-charge. The rate shall be inclusive of requried grooves, shapes and patterns with required batten and dolomite powder to increase the strength of flooring. |
| 110 | Providing and laying Stone/ Boulder pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302. |
| 111 | Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification Clause 1302. |
| 112 | Providing and laying filter media with granular crushed aggregates as per specification with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8. |
| 113 | Design, fabrication, supply, installation & fixing of Aluminium Work for door, window, partition, curtain wall, facade and cladding etc. with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make confirming to IS:733, IS:1285 and aluminium quality as per grade 6063 T5 or T6 as per BS 1474, fixing with dash/ anchor fasteners of required diameter and size, including necessary filling up the gaps with weatherproof structural sealant at junctions (i.e. at top, bottom and sides) and required microwave cured 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, sleeves, cover plate, space plate, extensions, C.P. brass/ stainless steel screws, etc. all complete as per architectural intent drawings, approved shop drawings submitted by Contractor and the directions of Engineer In-charge. The rate shall include all design, engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, buffer plates, fastener, anchors, SS channel for glass etc. all complete. Contractor shall arrange minimum 2 mock-ups at site without extra charge and get it approved from Architect & Engineer In-charge. (Glazing, cladding and panelling to be paid for separately): Minimum thickness of 80-micron Super Durable Powder Coated Aluminium confirming to AAMA 2604 of required colour/ shade as approved by Architect- 10 years Guarantee shall have to require for complete system inclusive of powder coating life. |
| 114 | Providing and fixing Glazing in door, window, partition, curtain wall, facade, roofing and cladding etc. with microwave cured EPDM rubber/ neoprene gasket and filling gap/ jointing with weatherproof structural sealant as directed etc., in required holes, sizes and shapes complete as per the architectural drawings and the directions of Engineer In-charge: (A) 5mm clear toughen glass + 1.52mm physical vapor deposition lamination system + 6mm clear toughened glass system |
| 115 | (B) 12mm clear toughen glass |
| 116 | (C) 12mm reflective toughen glass as per colour selection by Architect |
| 117 | (D) 6mm clear toughened glass |
| 118 | Openable side/ top hung System: 12mm reflective toughen glass as per colour selection by Architect including providing and supplying at site all accessories and hardware for the openable panels as specified and of the approved make such as heavy duty stainless steel top/ side hung friction hinges, min 4-point cremone locking sets with stainless steel plates, handles, buffers, microwave cured EPDM rubber/ neoprene gasket and filling gap/ jointing with weatherproof structural sealant as directed etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer In-charge. |
| 119 | Openable side/ top hung System: 6mm clear toughened glass including providing and supplying at site all accessories and hardware for the openable panels as specified and of the approved make such as heavy duty stainless steel top/ side hung friction hinges, min 4-point cremone locking sets with stainless steel plates, handles, buffers, microwave cured EPDM rubber/ neoprene gasket and filling gap/ jointing with weatherproof structural sealant as directed etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer In-charge. |
| 120 | Design, fabrication, supply, installation & fixing of Aluminium Work for door, window, partition, curtain wall, facade and cladding etc. with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make confirming to IS:733, IS:1285 and aluminium quality as per grade 6063 T5 or T6 as per BS 1474, fixing with dash/ anchor fasteners of required diameter and size, including necessary filling up the gaps with weatherproof structural sealant at junctions (i.e. at top, bottom and sides) and required microwave cured 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, sleeves, cover plate, space plate, extensions, C.P. brass/ stainless steel screws, etc. all complete as per architectural intent drawings, approved shop drawings submitted by Contractor and the directions of Engineer In-charge. The rate shall include all design, engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, buffer plates, fastener, anchors, SS channel for glass etc. all complete. Contractor shall arrange minimum 2 mock-ups at site without extra charge and get it approved from Architect & Engineer In-charge. (Glazing, cladding and panelling to be paid for separately): Minimum anodic coating of grade AC 15 of Anodised aluminium according to IS:1868 of required transparent/ colour/ shade as approved by Architect- 10 years Guarantee shall have to required for complete system inclusive of powder coating life. |
| 121 | ACP Cladding: Designing, fabricating, testing, installing, and fixing in position Aluminium Composite Panel cladding, with open groves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including aluminium composite panel cladding, cleaning, and protection of the curtain wall till the handing over of the building for occupation. (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating, supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm think FB grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The ACP cladding sheet shall be coil coated, with Kynar 500 based PVDF/ Lumi Flon based fluoropolymer resin coating of approved colour and shade on face #1 and polymer (Service) coating on face #2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins, and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all material & labour component, the cost of minimum two mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working aluminium composite panel cladding, cleaning, and protection of the aluminium composite panel cladding till the handing over of the building for occupation. Base framework for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer In-charge. However, tor the purpose of payment, only the actual area on the external face of the with ACP Cladding including width of shall be measured in sqmt. |
| 122 | Fluted ACP Cladding: Designing, fabricating, testing, installing, and fixing in position Aluminium Composite Panel cladding in fluted pattern, with open groves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including aluminium composite panel cladding, cleaning, and protection of the curtain wall till the handing over of the building for occupation. (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating, supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm think FB grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The ACP cladding sheet shall be coil coated, with Kynar 500 based PVDF/ Lumi Flon based fluoropolymer resin coating of approved colour and shade on face #1 and polymer (Service) coating on face #2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins, and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all material & labour component, the cost of minimum two mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working aluminium composite panel cladding, cleaning, and protection of the aluminium composite panel cladding till the handing over of the building for occupation. Base framework for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer In-charge. However, tor the purpose of payment, only the actual area on the external face of the with ACP Cladding including width of shall be measured in sqmt. |
| 123 | Aluminium Box type/ Z type/ A type/ convex type/ ellipse type Fixed Louver System: Design, Fabrication, Supply, Installation & Fixing of aluminium horizontal/ vertical louver (drainable style blade) system made in box pipes, Z type, A type and other required sections as designed to withstand wind pressure considering rainy scenario of site. Complete system shall be fixed on RCC/ Structural Steel including necessary filling up the gaps with weatherproof structural sealant at junctions (i.e., at top, bottom and sides), microwave cured EPDM rubber/ neoprene gasket and necessary screw and anchor fasteners in SS 316 etc. The extruded aluminium sections of Alloy 6063 T5/ T6 and tolerances confirming to EN standard from approved extruder only. Contractor shall arrange minimum 2 mock-ups at site without extra charge and get it approved from Architect & Engineer Incharge. All surfaces shall have minimum thickness of 80-micron Super Durable Powder Coated Aluminium confirming to AAMA 2604 of required colour/ shade as approved by Architect- 10 years Guarantee shall have to require for complete system inclusive of powder coating life. |
| 124 | Motorized Operable Aluminium Box type/ Z type/ A type/ convex type/ ellipse type Louver System: Design, Fabrication, Supply, Installation & Fixing of aluminium horizontal/ vertical openable louver (adjustable drainable style blade) system made in box pipes, convex type, ellipse type, Z type, A type and other required sections as designed to withstand wind pressure considering rainy scenario of site. Contractor must design motor and related assembly for different louver modules as per design intent. Complete system shall be fixed on RCC/ Structural Steel including necessary filling up the gaps with weatherproof structural sealant at junctions (i.e., at top, bottom and sides), microwave cured EPDM rubber/ neoprene gasket and necessary screw and anchor fasteners in SS 316 etc. The extruded aluminium sections of Alloy 6063 T5/ T6 and tolerances confirming to EN standard from approved extruder only. Contractor shall arrange minimum 2 mock-ups at site without extra charge and get it approved from Architect & Engineer Incharge. All surfaces shall have minimum thickness of 80-micron Super Durable Powder Coated Aluminium confirming to AAMA 2604 of required colour/ shade as approved by Architect- 10 years Guarantee shall have to require for complete system inclusive of powder coating life. |
| 125 | Dry Wall: Providing and fixing partition up to ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm (both sides inclusive), consisting of floor and ceiling channel 72 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm diameter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 70 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm 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 120 gms/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 corners (25x25x0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture"s specification and direction of Engineer In-charge all complete: 100mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG), plaster board conforming to lS:2095: (part 3) 1996 (Board with BIS Certification marks). |
| 126 | Deck Sheet: Providing and fixing roofing consisting of 1 mm thick galvanized steel deck sheet confirming to IS:277:1992 used as permanent shuttering over which MS wire mesh 3 mm laid at 100 x 100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel beam, column, joists etc. & concrete of different grade as per design will be paid separately.) |
| 127 | Aluminium Standing Seam Roofing System with Flashing, Skylight, Gutter, Fall Protection System for maintenance, Step Walkway System for maintenance: Designing, fabricating, testing, installing and fixing in position Double Skin Roofing System of straight & tapered sheets with 2 coats of PVDF coating. The roofing system will have required minimum thermal conductivity of 0.034 W/m-K as per ASTM C518, U Value of 0.35 W/m²-K, R Value of 3 m²-K/W, Sound Transmission Class (STC) rating of 50 dB as per International Building Codes and wind pressure as per site weather condition. Top Layer: Aluminium Standing Seam SF 65/400 in self-supported fix roofing system in 1mm thick is profiled on site with Aluminium Halter (Straight/ Tapered/ Curved/ Infinity). Halter to be fixed on purlins or brackets with SS 304 screws. The feed material for top skin is manufactured out of nominal 1mm thick AA 3004 aluminium alloy in 2 coats of 25microns PVDF finish (colour as per Architect approval). The profile panels should have 3nos of mini ribs for extra strength. The roof element will be supported and joined longitudinally with an electrically operated closure zipping machine over concealed extruded secret halter integrated into the longitudinal element flanges thereby allowing for the possibility of transmitting reaction forces resulting from positive and/or negative loads, accommodating unobstructed thermal movements resulting from the specified ambient temperature variation and other loads as per IS codes. The sheet to be laid as per the requirement of building geometry provided by Architect. Second Layer: 100mm thick 2-hour Fire rated Rockwool insulation of 100 kg/cum density conforming to IS 8183. The insulation must be certified by EUCEB as non-carcinogenic, bio soluble and also comply to the Building Standard considering Fire Performance of EN 13501-1 Non-combustible/ Euro Class A1, BS 476 Part 4 Non-combustible. BS 476 Part 6 Fire Propagation, BS 476 Part 7 Surface Spread of Flame, UL 723– SDI & FSI 0 (Xero) Melting Point ASTM E794 > 1000ºC. Third Layer: Top Hat Bracket of 2mm made from GI steel sheet. Fourth Layer: Top Hat Batten made from 2mm GI steel sheet to be fixed above the 0.5mm liner sheet. |
| 128 | Fifth Layer: Vapour Control Layer is a reinforced polythene va`pour barrier of double sided aluminium foils of 200 microns with Moisture Vapor Transmission Rate (MVTR) of 343 MN.s/g and water permeability of <0.7 g/m2/day Sixth Layer (Bottom Sheet): Trapezoidal Galvalume minimum thickness of 0.50mm (TCT) profile sheet of 980-1250 mm effective cover width and 28-35 mm height ribs with pitch at 200-250 mm centre-to-centre using self-drilling/ self-tapping zinc coated/ S.S. screws of required size with EPDM seal complete up to any pitch in Straight/ Tapered/ Curved/ Infinity surfaces. The complete system must be waterproof with 10 years guarantee. The rates shall inclusive of wind clamps, anchor fasteners, halters, 1mm thick aluminium flashing in 2 coats of 25microns PVDF finish at all edges, opening/ skylight provision of addition 2mm thick aluminium flashing in 2 coats of 25microns PVDF finish, 2mm thick aluminium gutter (up to 1200mm) in 2 coats of 25microns PVDF finish with down take spouts, fall protection system for maintenance, step walkway system at centre for maintenance, double side vulcanized rubber expansion joints, rockwool insulations and other required hardware/ accessories like cover plate, end caps, welding at joints etc. for complete system in all areas, periphery, sides and edges etc. Aluminium standing seam complete system with maintenance provisions rate shall be measured in square metre of top surfaced planned area. |
| 129 | Designing, fabricating, testing, installing and fixing of Roof Hatch of 2.3 mm thick Aluminium in 2 coats of 25microns PVDF finish single leaf opening of size 914mm x 914mm cover and frame in 55mm concealed with 50mm rockwool insulation of 100 kg/cum density, fully welded at all corners, internally reinforced for live load curb height with integral cap flashing, microwave cured EPDM rubber gasket for water tightness, mounting flange for securing hatch to roof, SS 316 grade heavy duty pintle hinge, heavy duty 4 point lock system with all lead and lift including other required hardware/ accessories like cover plate, end caps, welding at joints etc. for complete system in all areas, periphery, sides and edges etc. as directed by the Engineer In-charge. |
| 130 | Providing ridges or hips of width 60 cm overall width L shaped moulded 0.8 mm thick Aluminium in 2 coats of 25 microns PVDF finish as per drawing fixed with polymer/ zinc coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. |
| 131 | Zinc Titanium Standing Seam Roofing System with Flashing: Designing, fabricating, testing, installing and fixing of 25/430 zinc titanium double lock standing seam roofing system (thickness: 0.8mm) with crest height of 25 mm thick consisting of fixing clips made of stainless steel to connect the zinc panel to the hat section comprising of the following layers. The zinc roof cladding system shall consist of the following elements to form a rigid, non-ventilated and watertight support base for installation of the pre weathered quartz zinc roofing sheets. The roofing system will have required minimum thermal conductivity of 0.034 W/m-K as per ASTM C518, U Value of 0.35 W/m²-K, R Value of 3 m²-K/W, Sound Transmission Class (STC) rating of 50 dB as per International Building Codes and wind pressure as per site weather condition. i) Top Layer: Zinc Titanium standing seam profiled panels 25/430 (25 mm minimum seam height & 430 mm panel width) manufactured from zinc titanium alloy in pre-weathered quartz finish in 0.8 mm minimum thickness as per EN 988 standards (Straight/ Tapered/ Curved/ Infinity). The material properties shall be as follows: Ultimate tensile strength: min 150 N/mm2, 0.2% Proof Stress: min 100 N/mm2, Panels shall be fixed to the substructure using stainless steel clips & sliding clips of suitable height with spacing as required for the wind loads. The zinc roofing sheets shall have a protective coating at the underside coated with transparent polyurethane primer (thickness 25 microns) as an adhesive layer of corrosion protection and highly durable polyurethane-polyamide organic top finsh coats (thickness 60 microns of the two coats). The roof element will be supported and joined longitudinally with an electrically operated closure zipping machine. The sheet to be laid as per the requirement of building geometry provided by Architect. ii) Second Layer: Anti abrasive breathable membrane laid at the underside of zinc panels. An Abrasive membrane to be laid underneath the roofing sheets. High Density polyethylene underlay membrane of 0.6 mm with studs of 8.0 mm spaced at 19.5mm. Membrane shall have compression resistance of 250 KN/m². It shall have stud free lateral edge of 100 mm for overlap of membrane. It should be chemically and electrically neutral, resistant to mould and chemical aggressions, It should be stabilized for thermal cycles and dimensionally stable between (-30°C & 80°C). iii) Third Layer: 1.5 mm thick GI strips to place at distance of min. 430 mm for fixing of clips. iv) Fourth Layer: 0.47 mm Hi-Tensile steel coated sheets profile with nominal 3.0-4.0 mm deep ribs at pitch of nominal 48 to 52 mm centre to centre distance 550 MPa Yield Strength |
| 132 | v) Fifth Layer: Z GIRT- Sub girt in Z-section 2.0 mm thick in galvanized steel 275 gsm fixed to steel purlins through bottom sheet. vi) Sixth Layer: Insulation- 100mm thick 2-hour Fire rated Rockwool insulation of 100 kg/cum density conforming to IS 8183. The insulation must be certified by EUCEB as non-carcinogenic, bio soluble and also comply to the Building Standard considering Fire Performance of EN 13501-1 Non-combustible/ Euro Class A1, BS 476 Part 4 Non-combustible. BS 476 Part 6 Fire Propagation, BS 476 Part 7 Surface Spread of Flame, UL 723– SDI & FSI 0 (Xero) Melting Point ASTM E794 > 1000ºC. Insulation shall have one side aluminium foil to act as vapor barrier. vii) Seventh Layer: Bottom sheet- Trapezoidal Galvalume minimum thickness of 0.50mm (TCT) profile sheet of 980-1250 mm effective cover width and 28-35 mm height ribs with pitch at 200-250 mm centre-to-centre using self-drilling/ self-tapping zinc coated/ S.S. screws of required size with EPDM seal complete up to any pitch in Straight/ Tapered/ Curved/ Infinity surfaces. The complete system must be waterproof with 10 years guarantee. The rates shall inclusive of wind clamps, anchor fasteners, halters, 1mm thick Zinc Titanium flashing at all edges, double side vulcanized rubber expansion joints, rockwool insulations and other required hardware/ accessories like cover plate, end caps, welding at joints etc. for complete system in all areas, periphery, sides and edges etc. Zinc Titanium Standing seam complete system with Flashing rate shall be measured in square metre of top surfaced planned area. |
| 133 | Providing & fixing of Zinc Titanium 1mm thick flashing for Skylight: Skylight flashings manufactured from 1mm thick Zinc Titanium in pre-weathered quartz finish on exposed surface as per EN 988 standards. The material properties shall be as follows: Ultimate tensile strength: min 150 N/mm2, 0.2% Proof Stress: min 100 N/mm2, Panels shall be fixed to the substructure using stainless steel clips & sliding clips of suitable height with spacing as required for the wind loads. The zinc roofing sheets shall have a protective coating at the underside coated with transparent polyurethane primer (thickness 25 microns) as an adhesive layer of corrosion protection and highly durable polyurethane-polyamide organic top finsh coats (thickness 60 microns of the two coats). The cutout shall have to design for 12mm fixed polycarbonate sheet on roofing surface as per design intent and get it approved from Architect & Engineer In charge. Approx. 600mm girth material to be required for flashing of skylight. Rate shall be inclusive of fixing with dash/ anchor fasteners of required diameter and size, including necessary filling up the gaps with weatherproof structural sealant at junctions (i.e. at top, bottom and sides) and required microwave cured EPDM rubber/ neoprene gasket etc. |
| 134 | Polycarbonate Roofing Sheet in Zinc Titanium Standing Seam Profile: Providing and fixing 12 mm thick Polycarbonate single/ multi wall roofing sheet for day lighting fixed with hilti screw and rubber silicon sealer and alluminium strip of size 50 x 3 mm etc complete as directed by Engineer In-charge. Rate shall be inclusive of fixing with dash/ anchor fasteners of required diameter and size, including necessary filling up the gaps with weatherproof structural sealant at junctions (i.e. at top, bottom and sides) and required microwave cured EPDM rubber/ neoprene gasket etc. |
| 135 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain 0.8mm thick Zinc Titanium finish G.S. sheet Gutter with iron brackets 40x3mm size, bolts, nuts and washers, etc., including making necessary connections and spouts provision for rain water pipes complete. |
| 136 | Providing and fixing pre-coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer In-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS:277, in 240 Mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as desired by Engineer In-charge. The sheet shall be fixed using self drilling/ self tapping screws of size (5.5 x 55 mm) with EPDM seal or bolts and nuts 8 mm diameter with bitumen or G.I. limpet washers filled with white lead, complete up to any pitch in horizontal, vertical or curved surfaces, excluding the cost of purlins. rafters and trusses and including cutting to size and shape wherever required. |
| 137 | Thatch Roofing: Providing and fixing 150mm thick thatch roofing with sun grass in layer of 75 mm thick with half spilt bamboo fillet and tying with galvanised wire complete as directed. |
| 138 | Aluminium Baffled False Ceiling: Providing and fixing 0.65mm thick Aluminium Baffled False Ceiling using rectangle panels of 25mm wide and 100mm deep of Aluminium alloy like AA-8011. The two panels to be joined together by means of panel coupler suitable for U Shaped Screen Panel. The aluminium coil panel shall be chromium coated from inside and powder coated in minimum 80microns on exposed outside surface of required colour shade as approved by Architect. The carrier profile, carrying channel support, GI bracket, joint splice, spring clips, hanger, anchor fastener and SS screws to be provided as per manufacturer specification/ system and get it approved from Architect & Engineer Incharge. The distance between the modules is 100mm centre-to-centre. The carrier profile to be suspended from slab/ truss by galvanized rod/ hanger with required size of chemical/ mechanical anchor fastener & height adjustment powder coated spring clips at maximum 1-meter centre-to-centre. Contractor shall arrange minimum 2 mock-ups at site without extra charge and get it approved from Architect & Engineer Incharge. |
| 139 | Providing and fixing false ceiling of 12.5 mm thick tapered edge gypsum moisture resistant board of any shape, size, curvature, pattern as per drawing at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per lS:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia. x 50mm long with 6 mm dia. bolts, other flange of cleat fixed to the angle hangers of 25 x 10 x 0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45 x 15 x 0.9 mm running at the spacing of 1200 mm centre to centre, to the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, Shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia. x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fb(ed to walvpartition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm a/c, including jointing and finishing to a flush finish Of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides ol joint and two coats of primer suitable for board, all as per manufacturer"s specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer In-charge but excluding the cost of painting. |
| 140 | Providing and fixing anodised aluminium work (anodised transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) consisting of tee/ angle sections, of approved make conforming to IS:733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 10 mm diameter with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer In-charge. Only aluminium framing section weight shall be measured and paid, but rate shall be inclusive of level adjusting hangers, ceiling cleats and expansion hold fasteners/ anchor fasteners fixing on MS/ concrete surface. |
| 141 | Providing and fixing false ceiling of 6mm thick gloss/ matt/ suede finish Exterior Grade High Pressure Compact Laminate board of any shape, size, curvature, pattern, groove as per drawing, made out of urea free, thermosetting phenolic resins treated kraft papers as core material and amino plastic resin treated decor papers along with UV protection film on both side finish surfaces. Board should confirm to European Fire Rating norms of BS1,d0 classified in accordance with EN 13501-1: 2007. It should have antibacterial and antifungal properties (conforming to JIS Z2801:2010 and ASTM G21-2015 standards respectively). Board should have density >1350 kg/m3, anti-graffiti properties and resistant to take climatic shock, UV light, grey scale contrast (1500 hours of exposure rating-4), artificial weathering (including light fastness) with a grey scale rating not worse than 4 after exposure to 650 MJ/m2, acid rain, corrosion (on a salt spray test for 700 hours) as per applicable specifications conforming to latest and applicable EN 438-6: 2016 EDF grade quality standards. It should be CE certified for constancy of performance described by the standard EN 438-7:2005. The product should be warranted against manufacturing defects and performance characteristics for a period of 10 years. Ceiling board should be installed on MS/ alumnium tubular substructure as per site requirement at 450 mm c/c distance with the help of 5mm diameter colour matching rivets as per manufacturer specification. |
| 142 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage on a Rs.100/- stamp paper in approved proforma. (1) For vertical surface two coats @0.70 kg per sqm per coat |
| 143 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage on a Rs.100/- stamp paper in approved proforma. (2) For horizontal surface one coat @1.10 kg per sqm. |
| 144 | Toilet Sunk Water Proofing: Providing and carry out waterproofing treatment to sound concrete surface of toilets sunken slabs, corridors, wet areas etc. after proper surface preparation to remove loose dust, dirt etc., repairing of cracks (if any) using polymer modified mortar, carry out cementitous injection grouting at leakage points modified with Plasticised Expandive Grout Admixture @ 225 gms per bag of cement, carry out 50 mm thick cement mortar (1:3) vatta/ corner modified with Styrene Butadine Polymer bonding agent at dosage of 2.5 litre per 50 kg cement, pre-dampening concrete surface, mixing and application of two coats of Elastomeric Polymer modified cementitious waterproofing coating by incorporating 45 gsm glass fibremesh between 1st and 2nd coat using suitable brush or roller as per coverage etc. complete including all tools and tackles as per manufacturer’s specification. Cured Polymer modified cementitious waterproofing coating shall comply with ASTM D4060, ASTM D4541, ASTM D638,ASTM C836 and possess below properties: Mixed density: 1.68 g/cc, Adhesion to concrete-> 1 N/mm2, Non-toxic, Static crack accommodation-1 mm. Water proofing system shall be executed by only approved applicator of approvd brand and under strictly supervision of techanical fellow of manufacturer. The product performance shall carry guarantee for 10 years against any leakage on a Rs.100/- stamp paper in approved proforma. |
| 145 | Providing and fixing 50 mm thick fire resistant single or door shutters including provision of fire rated vision glass panel of 120 minutes fire rating conforming to IS:3614 (Part-11), tested and certified as per laboratory approved by Engineer In-charge, with suitable mounting on fire rated door frame of 100 x 57 mm made out of 1.6 mm thick fixed with intumescent fire seal strip of size 10 x 4 mm (minimum) all round the frame and fixing by M10 x 100 or required size anchor fasteners, consisting of vertical stiles, lock rail, top rail 100 mm wide or as per manufacturer, bottom rail 200 mm wide or as per manufacturer, made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled FR insulation material and fixing with necessary 4 nos stainless steel 316 grade ball bearing hinges as per total weight of shutter, stainless steel 304 grade mortise dead lock for single/ double shutter, panic bar/ latch (double point) fitted with a single body, trim latch & lock on back side of the panic latch for single/ double shutter, push-pull stainless steel 316 grade handle "H" Ø 25 mm x 250mm x 350 mm door handles, stainless steel 304 grade 400mm square tower bolt, heavy duty door closer as per total shutter weight, fire seal for grooved frame and necessary accessories i.e. screws, bolt etc. of Dorma, Kich, Godrej or approved make only, including applying a coat of approved fire resistant powder coating of not less than 50 micron in desired shade as per the directions of Architect etc. all complete. |
| 146 | Providing and fixing 50 mm thick fire resistant single or door shutters including provision of fire rated vision glass panel of 60 minutes fire rating conforming to IS:3614 (Part-11), tested and certified as per laboratory approved by Engineer In-charge, with suitable mounting on fire rated door frame of 100 x 57 mm made out of 1.6 mm thick fixed with intumescent fire seal strip of size 10 x 4 mm (minimum) all round the frame and fixing by M10 x 100 or required size anchor fasteners, consisting of vertical stiles, lock rail, top rail 100 mm wide or as per manufacturer, bottom rail 200 mm wide or as per manufacturer, made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled FR insulation material and fixing with necessary 3 nos stainless steel 316 grade ball bearing hinges as per total weight of shutter, stainless steel 304 grade Allen key lock for single/ double shutter, stainless steel 304 grade indicator bolt, fire seal for grooved frame and necessary accessories i.e. screws, bolt etc. of Dorma, Kich, Godrej or approved make only, including applying a coat of approved fire resistant powder coating of not less than 50 micron in desired shade as per the directions of Architect etc. all complete. |
| 147 | Providing and fixing glass of required thickness having 120 minutes of fire resistance both integrity and radiation control (EW60) glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c, including applying a coat of approved fire resistant powder coating of not less than 50 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size eta. complete in all respect as per NBC 2016, IS:16231 (Part 3):2016 and as per direction Of Engineer In-charge. The manufacturer have to give test report/ certification of fire glass and the glass should have the stamp showing the value of E, EW & El. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/ IEC 17025 for testing and calibration. |
| 148 | Providing & fixing 12mm thick frameless clear toughened glass door shutter of approved brand and manufacture, including providing & fixing top & bottom pivot & double acting heavy duty hydraulic floor spring with SS 316 grade steel cover plate, Push-Pull SS 316 grade Handle "H" Ø 25 mm x 250mm x 350 mm Door handles, Door lock of SS 304 grade for single/ double shutter at bottom, Door Stopper of SS 316 grade and other necessary accessories such as type fixing arrangement and making necessary holes etc. of Dorma, Kich, Godrej or approved make only, fixing required door fittings, all complete as per direction of Engineer In-charge. |
| 149 | Providing and fixing ISI marked 35 mm thick flush door shutters with lipping wooden battens 25 mm minimum depth on all edges conforming to IS:2202 (Part I) decorative type, core of block board construction with seasoned wood frame of 1st class hard wood of 100 x 60 mm with required groove and well matched teak 3mm ply veneering with vertical/ horizontal grains or cross bands and face veneers on both faces of shutters including 2 or 3 coats of polishing/ varnishing on frame and shutter, 4 nos stainless steel 316 grade ball bearing hinges as per total weight of shutter with necessary screws and accessories of Dorma, Kich, Ebco or other approved make as selected by Architect. |
| 150 | Push-Pull Handle: Providing and fixing of stainless steel SS 316 grade "H" Ø 25 mm x 250mm x 350 mm Door handles of Dorma, Kich, Ebco or other approved make & quality complete as directed by Engineer In-charge and as selected by Architect. |
| 151 | Hydraulic Door Closer: Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer as embossed on the body, door weight up to 36 kg to 80 kg, with double speed adjustment with necessary accessories and screws etc. of Dorma, Kich, Ebco or other approved make complete as directed by Engineer In-charge and as selected by Architect. |
| 152 | Morticed Lock: Providing and fixing heavy duty SS finish concealed type mortice lock with SS 304 grade 19 dia. handle for single/ double leaf door (wooden, metal or aluminium etc.) with set of 4 keys and master key lock, openable from one/ double side by the key, SS 304 grade cover plates includes all necessary fittings and accessories etc. of Dorma, Kich, Ebco or other approved make, complete as directed by Engineer In-charge and as selected by Architect. |
| 153 | Square Tower Bolt: Providing and fixing stainless steel 304 grade 400mm square tower bolt, includes all necessary fittings and accessories etc. of Dorma, Kich, Ebco or other approved make, complete as directed by Engineer In-charge and as selected by Architect. |
| 154 | Urinal Partitions: Providing and fixing 12mm thick pre-laminated HPL boards for toilet urinal partitions as per the drawing and as per the selection by Architect. It includes SS sections or powder coated aluminium framing, SS clamps, SS fittings and other accessories, etc. as selected by Architect. |
| 155 | Toilet Cubicles: Providing and fixing 12mm thick pre-laminated HPL boards for fixed cubicle and door shutter as per the drawing and as per the selection by Architect. It includes SS hinges, SS framing, SS post, SS clamps, SS fittings, SS lock, SS Indicator bolt, SS knob, SS hook and other accessories, SS door accessories, etc. of Merino, Greenlam or other approved make as per requirement. It includes minimum 1 mock-ups for approval and complete system as per manufacturer"s specification. |
| 156 | Supplying and fixing rolling shutters including ball bearing of approved make, made of required size 80 x 1.20mm M.S. laths, interlocked together through their entire length and jointed togather at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements tor inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part 1) and 1.20mm thick M.S. top cover for rolling shiitters. |
| 157 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. |
| 158 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer In-charge. (area of grill to be measured only). |
| 159 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia. steel bar conforming to IS:1786, having minimum cross section as 23x25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manutacture"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 160 | Stainless Steel Sign Boards: Providing and fixing 2mm thick sign boards in stainless steel 304 grade in required size and shape as per the details shown in drawing and as per Engineer In-charge. It includes etching and engraving in 2mm thick SS plate for lettering, symbols, signs etc. fixed with SS 304 grade studs, SS 304 grade screws, nut-bolts, adhesives, etc. for fixing complete as per design & drawings. |
| 161 | Retro-Reflectorised Traffic Signs supported on GI pipe 50 mm dia: Providing and fixing of 900 mm equilateral triangle retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on GI Pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. |
| 162 | Retro-Reflectorised Traffic Signs supported on GI pipe 50 mm dia: Providing and fixing of 600 mm equilateral triangle retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on GI Pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. |
| 163 | Retro-Reflectorised Traffic Signs supported on GI pipe 50 mm dia: Providing and fixing of 600 mm circular retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on GI Pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. |
| 164 | Retro-Reflectorised Traffic Signs supported on GI pipe 50 mm dia: Providing and fixing of 800 mm x 600 mm rectangular retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on GI Pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. |
| 165 | Retro-Reflectorised Traffic Signs supported on GI pipe 50 mm dia: Providing and fixing of 600 mm x 450 mm rectangular retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on GI Pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. |
| 166 | Retro-Reflectorised Traffic Signs supported on GI pipe 50 mm dia: Providing and fixing of 600 mm x 600 mm square retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on GI Pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. |
| 167 | Retro-Reflectorised Traffic Signs supported on GI pipe 50 mm dia: Providing and fixing of 900 mm sides octagon retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on GI Pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. |
| 168 | 3M Vinyl Sign Boards: Providing and fixing plotted cutouts/ printed 3M vinyl sticker cutouts for lettering, symbols, signs etc. in required size and shape with night vision effects, stick (external grade adhesives) on ACP sheet as per drawing and as per direction of Engineer In-charge. (ACP sheet shall be paid in separate item.) |
| 169 | Construction of Drain Trench of Flamed finish Granite stone in required size, design, colour and patterns of 30 mm thick of size having cross sectional area 150mm x 150mm, bottom Flamed finish Granite of 210mm and Top Flamed finish Granite cover of 210mm with perforation/ hole of 30mm @ 300 c/c including excavation, backfilling, watering, soling, compaction, PCC at bottom, one side masonry etc. complete. It includes 12 mm (average) thick base of cement mortar 1:4 (1 cement : 4 Coarse sand), portions butt jointed or with 5mm gap, jointing in 1:2 (cement : fine sand) and pointing full depth (flushed) or struck pointed as per drawing with white cement slurry admixed with pigment of matching shade including rubbing, pointing, curing, polishing, moulding/ champhering at edges and final scrubbing using mechanical/ manual means to achieve clean surface etc. having 100mm thick PCC in M-15 at bottom level and one side brick masonry of 450mm all complete as specified and as directed by the Engineer In-charge. Mockup must be approved from the Architect prior to start the work at site. It shall be completed with all respect in true line level, plumb with neat & clean surface up to the level of satisfaction of Engineer In-charge. |
| 170 | Providing and fixing 6mm thick mirror on 6mm thick waterproof ply backing fixed with SS 316 grade studs, anchor fasteners, fittings and accessories i.e. SS screws as per direction of Engineer In-charge. |
| 171 | Providing and fixing 18 mm thick, 150 mm wide Pelmet of flat pressed three layer or graded plain wood particle board medium density grade I, ISI marked and conforming to IS:3087 marked, including top cover of 6 mm waterproof ply wood conforming to IS: 710 BWP grade, fixed with nickel plated brackets, necessary supports, anchor fastners, hangers if required, other fittings and accessories etc. complete as per direction of Engineer In-charge. |
| 172 | Supplying, Erecting, Testing and Commissioning of machine room less Passenger Elevator/ Lift of 884 kg load/ 13 person capacity in SS satin/ matt finish with rated speed of 1m/s as per specifications of Schindler, Thyssenkrupp, Otis, Kone or equivalent make as approved by the Architect and Engineer In-charge. (Basement + Ground + 2 Storey - 4 Nos of Stops) |
| 173 | Supplying, Erecting, Testing and Commissioning of machine room less Passenger Elevator/ Lift of 884 kg load/ 13 person capacity in SS satin/ matt finish with rated speed of 1m/s as per specifications of Schindler, Thyssenkrupp, Otis, Kone or equivalent make as approved by the Architect and Engineer In-charge. (Ground + 2 Storey - 3 Nos of Stops) |
| 174 | Providing and fixing in 100 mm thick SIL FLEX (Capcell HD 100) expansion joint filler board in sheet foam of best quality and approved make including cutting to required size and shape at all levels etc. complete as directed. |
| 175 | Providing and filling the expansion joint by polymer base Polyurethane Sealant confirm to BS 4254-1983 as per required shade and specification by making groove of 100 mm x 25mm by cutting groove and removing mortar drop or any other foreign materials including applying primer and filling required size of joint PU foam etc. complete as directed by Engineer In-charge. |
| 176 | Providing and fixing of expansion joint system related with floor joint 100mm-150 mm gap location as per drawings and direction of Engineer ln-charge. The joint system will be of extruded aluminium base members, self-aligning/ self-centering arrangement and support plates etc. as per ASTM 8221-02. The system shall be such that it provides floor to floor/ floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to its components. The system shall consist of metal profiles with a universal aluminium base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer"s pre-engineered self-centering arrangement that freely rotates/ moves in all directions. The self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufacturer"s design and as approved by Engineer Incharge. (Material shall confirm to ASTM 6063.) |
| 177 | Providing and fixing of expansion joint system related with wall joint of 100mm-150 mm gap (internal/ external) location as per drawings and direction of Engineer ln-charge. The joints shall be of extruded aluminium base members, self-aligning/ centering arrangement and support plates as per ASTM 8221-02. The material shall be such that it provides an expansion joint system suitable for vertical wall to wall/ wall to corner application to both new and existing construction in Buildings with no slipping down tendency amongst the components of the joint system. The joint system shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multi-cellular to facilitate movement. (Material shall confirm to ASTM 6063.) |
| 178 | Providing and fixing expansion joint system of approved make and manufacturer for various roof joint of 100mm-150 mm gap locations as per approved drawings and direction of Engineer In-charge. The joints shall be of extruded aluminium base members with, self-aligning and self-centering arrangement support plates as per ASTM 8221ro2. The system shall be such that it provides watertight roof to roof/ roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. The system shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer"s pre engineered selfcentering arrangement that freely rotates/ moves in all directions, The self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The joint system shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) |
| 179 | Precast Exposed Concrete Bench: Providing and fixing precast exposed concrete bench of size 1800(L) x 600(B) x 480(H)mm with WPC top and side covered as per design and selection by Architect. The bench support to be 30mm embedded in PCC and 450mm to be maintained above floor finished level with necessary support system, fittings and accessories, etc. as per details provided by manufacturer. It includes minimum 1 mockups for approval complete as per instruction of Engineer In-charge. |
| 180 | Sweet Soil: Providing, supplying, stacking, mixing, filling, spreading, grading, cleaning & removal of stone, gravel, plants & roots, branches, etc. at sub-base level including spraying of anti-termite chemical as per manufacturer specifications at bottom and sides of pits, trenches, engineered soil etc. complete with watering. soil consisting of selected soil or murrum or agricultural soil brought from outside including compensation for good soil/ agricultural soil, selected graded river sand and organic manure should be well rotten of standard quality, in proportion of 60%, 20% & 20% respectively. The contractor shall follow workmanship and do supervision under qualified horticulture having 10 years experience. It allows for uproot, polwing, weeding etc. for at least 12 (twelve) months of after final plantation including watering. |
| 181 | Providing and fixing wooden rounded hand rail of teak wood/ sissu wood in required length and size of 75mm dia. with making groove, surface cleaning, 2 or 3 coats of polishing/ varnishing etc. fixed in tongue and groove joint system on M.S. railling as per drawing and as directed by Engineer In-charge. |
| 182 | Providing and fixing wooden moulded hand rail of teak wood/ sissu wood in required length and size of 100 x 60 mm with making groove, surface cleaning, 2 or 3 coats of polishing/ varnishing etc. fixed in tongue and groove joint system on M.S. railling as per drawing and as directed by Engineer In-charge. |
| 183 | Metal Beam Crash Barrier Type "W": Providing and erecting "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/ road levels, all steel parts and fitments to be galvanized by 80 micron hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MoRTH specifications. |
| 184 | Providing and fixing in position pre-cast R.C.C. manhole circular shape 560 mm internal diamcter cover and frame of required shape and approved quality of EHD-35. |
| 185 | Painting Lines, Dashes, Arrows, etc. on road in 2 (two) coats with ready mixed road marking paint confirming to IS:164 on bituminous/ concrete surface in required width, size and shape, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification of MoRTH clause 1702. |
| 186 | Supply & installing a Fish Sculpture of dimensions 4.2m(L) x 1.2m(w) x 2.5m(H) made from hand carved Khatu Stone weighing approximately 3-4 tonnes, with a river wash finish and applied with anti-weathering coat, including transportation, loading, unloading, placing etc. cost from the source of casting to the site without breaking of edges & erection in line, level, gradient and plumb with necessary testing, setting in position, labour charges for installation with all the necessary required machineries and accessories. The sculpture will be erected using required base plates with necessary bolting/ riveting on RCC pedestal of M25 grade as per shop drawing and material matrix as per specifications, after getting it approved from Architect. |
| 187 | Supply & installing a Hollow Fish Scultpure of dimensions 3.0m(L) x 2.0 (H) fabricated from 2-3mm M.S. Sheet with anti weathering rusted finish, including transportation, loading, unloading, placing etc. cost from the source of fabricating to the specific location at site without breaking of edges & erection in line, level, gradient and plumb with necessary testing, setting in position, labour charges for installation with all the necessary required machineries and accessories. The sculpture will be erected using required base plates with necessary bolting/ riveting on RCC pedestal of M25 grade as per shop drawing and material matrix as per specifications, after getting it approved from Architect. |
| 188 | Supply & installing a Make in India Lion Symbol Scultpure of dimensions 4.2 m(L) x 2.5 (H) x 1.2 (D) fabricated from M.S. Sheet with anti weathering rusted finish, including transportation, loading, unloading, placing etc. cost from the source of fabricating to the specific location at site without breaking of edges & erection in line, level, gradient and plumb with necessary testing, setting in position, labour charges for installation with all the necessary required machineries and accessories. The sculpture will be erected using required base plates with necessary bolting/ riveting on RCC pedestal of M25 grade as per shop drawing and material matrix as per specifications, after getting it approved from Architect. |
| 189 | Supply & installing a Wing Scultpure of dimensions 3.0 m(L) x 2.0 (H) fabricated from M.S. Sheet with anti weathering rusted finish, including transportation, loading, unloading, placing etc. cost from the source of fabricating to the specific location at site without breaking of edges & erection in line, level, gradient and plumb with necessary testing, setting in position, labour charges for installation with all the necessary required machineries and accessories. The sculpture will be erected using required base plates with necessary bolting/ riveting on RCC pedestal of M25 grade as per shop drawing and material matrix as per specifications, after getting it approved from Architect. |
| 190 | Providing and fixing 1500mm height x 6000mm width of "KHUBLEI" Waterproof Embossed Acrylic letters of 3 inch thick with required aluminium back plate/ sheet, LED lights with required accessories. The rate shall include material, necessary aluminium fabrication from the support, labour and installation cost all complete and as directed by Engineer In-charge. The total board will be erected using required base plates with necessary bolting/ riveting on RCC pedestal of M25 grade as per shop drawing and material matrix as per specifications, after getting it approved from Architect. |
| 191 | Supply, installation, testing & commissioning single girder type fully electrically operated 3T EOT crane for 12m span, 12m long travel with electrically operated hoist, class II duty, geared travelling trolley with ten (10) meter lift complete with long travel rail track (40 mm sq. bar), moving or cross girder, all three motions electrically operated by suitable rating motor IP 54, control panel & down pendant control block, brake, safety device, cables form motor to starter panel & other required accessories & tested as per IS Specifications and directed by Engineer In-charge. |
| 192 | Landscape Work |
| 193 | Supplying of good earth: Providing well draining good earth including transport, spreading and mixing etc. all complete as per direction of Engineer-in-charge, the soil should be fine in texture, free from stones, gravels, plant roots and weeds.Supplying of organic manure: Organic manure should be well rotten and of standard quality (Preferably Dynamic lifter). The supply of the manure shall be in 50kg bags including transportation upto site & internal transportation at desired locations. Supplying of sand: Providing fine textured local sand including transport, spreading and mixing etc. all complete as per direction of Engineer-in-charge. Supplying and executing anti termite treatment with chloropyriphos chemical , drenching the Planting area at 10lts/sm.( Mixing Ratio of 3ml/litre) |
| 194 | TREES: Supplying and planting of shade, ornamental, fruit, flowering trees, small, medium and large specimens suitable for Karimnagar region, adaptable to low water, as per under noted varieties, with ht. as specified in drawings including excavation of pit of size 0.75 m x 0.9 m x 0.9 m filling the pit with soil mixture etc. as per specifications and as directed complete in all respect including watering and nurturing the trees. The trees may be planted individually in rows or in cluster as per direction in drg. and all plant material and its sizes and height/girth and crown should be shown to the landscape architect/ Project Manager & written approval to be sought before planting. (Cost excluding soil mix). Trunk Diameter to be measured 300 mm above Polybag. T-1, Jacaranda mimosifolia; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 195 | T-2, Cinnamomum tamala; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 196 | T-3, Grevillea robusta; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 197 | T-4, Wallichia oblongifolia; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 198 | T-5, Ficus benghalensis; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 199 | T-6, Lagerstroemia indica; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 200 | T-7, Prunus serrulata; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 201 | T-8, Betula alnoides; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 202 | T-9, Magnolia grandiflora; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 203 | T-10, Pinus kesiya; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 204 | T-11, Photinia integrifolia; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 205 | T-12, Gingko biloba ; Height min 3000 mm, Trunk Diameter min. 75 mm |
| 206 | SHRUBS: Providing, planting and developing plants/ flower bed with under noted varieties of plants (both shade & sun loving), including excavating the soil to a depth of 450mm - 600mm of required area as per plant species, removal of excavated earth to directed location, filling the excavated bed with approved soil mixture, planting the approved variety plants, providing strong stack etc. as per specification and as directed complete in all respect, including watering and nurturing the plants. Height & spread to be measured above polybag top. S-1, Rhododendron arboretum; Height min 1000mm, spread min 1000mm |
| 207 | S-2, Rubus fruticosus; Height min 600mm, spread min 600mm |
| 208 | S-3, Osbeckia crinita; Height min 450 mm, spread min 1000mm |
| 209 | S-4, Mahonia pycnophylla Height min450mm, spread min 450mm |
| 210 | S-5, Daphne papyraceae; Height min 600mm, full of branches and foliage spread min 600mm |
| 211 | S-6, Polygala arillata,; Height min 1000mm, spread min 500mm |
| 212 | S-7, Camellia caduca; Height min 600mm, full of branches and foliage spread min 450mm |
| 213 | S-8, Hibiscus rosa-sinensis; Height min 1000mm, spread min 500mm |
| 214 | S-9, Bougainvilla; Height min 600mm, full of branches and foliage spread min 450mm |
| 215 | S-10, Cycas sp; Height min 1000mm, spread min 1000mm |
| 216 | S-11, Strelitzia reginae; Height min 450mm, spread min 1000mm |
| 217 | GROUND COVER: Providing, planting and developing ground covers with the approved variety of plants including excavating the existing soil to a maximum depth of about 300 mm, removal of excavated earth to directed location, dressing the soil in proper slopes, filling excavated bed with approved soil mixture, planting approved quality grass, including weeding out and removal of foreign matter, watering etc complete. Height & spread to be measured above polybag top. GC-1, Dracaena elliptica; Height min 300mm, spread min 150mm |
| 218 | GC-2, Leea edgeworthia; Carpet Effect |
| 219 | GC-3, Phlogacanthus sp."; Carpet Effect |
| 220 | GC-4, Herbaceous perennial; Height min 450mm, spread min 150mm |
| 221 | GRASSES: Providing, planting and developing grasses with the approved variety of plants including excavating the existing soil to a maximum depth of about 500 mm, removal of excavated earth to directed location, dressing the soil in proper slopes, filling excavated bed with approved soil mixture, planting approved quality grass, including weeding out and removal of foreign matter, watering etc complete. Height & spread to be measured above polybag top. GS-1, Paspalum; Height min 300mm, spread min 150mm |
| 222 | GS-2, Imperata ; Carpet Effect |
| 223 | GS-3, Saccharum; Carpet Effect |
| 224 | GS-4, Cyperaceae: Height min 450mm, spread min 150mm |
| 225 | LAWN: Providing, planting and developing grasses with the approved variety of plants including excavating the existing soil to a maximum depth of about 500 mm, removal of excavated earth to directed location, dressing the soil in proper slopes, filling excavated bed with approved soil mixture, planting approved quality grass, including weeding out and removal of foreign matter, watering etc complete. Height & spread to be measured above polybag top. LW-1, Stenotarhrum Secundatum; Carpet Effect |
| 226 | LW-2, Cynodon dactylon; Carpet Effect |
| 227 | CLIMBER: Providing, planting and developing creeper plants with the approved variety of plants including excavating the existing soil to a maximum depth of about 500 mm, removal of excavated earth to directed location, dressing the soil in proper slopes, filling excavated bed with approved soil mixture, planting approved quality grass, including weeding out and removal of foreign matter, watering etc complete. Height & spread to be measured above polybag top. CR-1, Ficus pumila; As mentioned in drawing |
| 228 | CR-2, Rhapidophora decursivia .; As mentioned in drawing |
| 229 | ELECTRICAL & ELV |
| 230 | UNITISED SUBSTATION EQUIPMENT: Supplying, installation, testing and commissioning loading., unloading at site, shifting to site of 11 KV, 21 KA for 1 sec. unitized / Compact sub-station consiting of following 11 KV SF6 insulated compact switch gear with VCB, transformer & manually load break switches in a pre -fabricated dust and vermin proof out door enclosure having modular construction of galvanised sheet steel dully painted with epoxy based powder paint ( Colour RAL 7032) . The enclosure shall have IP54 degree of protection for HT& LT switch gear compartment and IP23 degree of protection for transformer compartment. Short Circuit breaking capacity of 21 KA at 11 KV 3 phase. Interconnection between HT switch gear and transformer using suitable size aluminium conductor armoured XLPE single core cable, HV Danger Notice board, Internal earth connections copper bus bars of 25mm X 6mm, The complete unit shall be installed on a sub station plinth( Base).Scope also includes necessory RCC foundation and required all kind of accessories for installing CSS. |
| 231 | USS-1 A) 11 KV RING MAIN UNIT Indoor floor-standing type, metal-clad, totaly enclosed 11 KV RING MAIN UNIT with SF6 medium suitable for operation on 3 phase, 50 Hz, Earthed system and having a Short Circuit breaking capacity of 21 KA at 11 KV and comprising of the following: i) Isolators (Loop-in & Loop out) Manually operated 630 Amp(Continuous rating) load break isolator modbus compatible with built in earth switch having full making capacity, Mechanical position indicator ( Switch on/ off/ earthed), live cable indication, cable compartment cover interlocked with earth switch, cable termination bushings suitable for 3 no. 1CX300 sq.mm. XLPE cable( cable entry from bottom ), cable termination boots ( Push on type), suitable for use on 11kV, 3 Phase, 50 Hz, AC supply with short circuit breaking current of 21 kA at 11 KV as per detailed specifications complete as required. 2 Nos ( 1 No. for incoming Feeders and 1 No for outgoing Feeders) ii) Outgoing for Transformer protection 1 No. modbus compatible Fixed motorised operated 630 Amp vaccum circuit breaker in SF6 insulated stainless steel enclosure along with motorised spring charging arrangment and manual close and open push button, ON/OFF indication, self powered S/C, O/C & E/F relay With RS-485 communication port and single protection core cast resin type CT ( 1.2 VA, CL-5P10), motorized operated 630 Amp load breaker swith with built in earth switch having full making capacity, Mechanical position indicator ( Switch on/ off/ earthed), live cable indication, cable compartment cover interlocked with earth switch, cable termination bushings suitable for 3 no. 1CX300 sq.mm. XLPE cable( cable entry from bottom ), cable termination boots ( Push on type), suitable for use on 11kV, 3 Phase, 50 Hz, AC supply with short circuit breaking current of 21 kA at 11 KV as per detailed specifications complete as required. |
| 232 | B) Transformer Supplying, installation, testing and commissioning of Oil type 500 kVA, 11KV / 415Volts , 3 phase, 50 Hz, Dyn11 vector group, copper wound, class "F" insulation associated with winding temperature indicator / controller actuated by means of resistance temperature detector embedded in LV windings , indoor type distribution Transformer with approximately 5 % impedance, tappings for on load operation on HV side in steps of +/- 2.5 %, + 10 % & - 10 % having cable end boxes on HV side suitable for 3 X 240 sq mm XLPE Cable of 11 KV grade and 3X3.5CX300 sqmm.MV cable on LV side with neutral brought out separately including supplying and laying copper conductor multicore control cable from transformer to HT breaker for safety tripping, suitably mounted on MS channel with all accessories and confirming to IS 11171:1985 complete with all fittings and accessories as per specifications attached etc. as required at site C) LT Switchgear 1 No. 800A FP, 50 kA Fault breaking capacity ( Icu = Ics =Icw 100% up to 433 V ), ACB with microprocessor release (EMI & EMC Certified) for O/L, S/C, E/F protection & with RS-485 port for communication. |
| 233 | USS-2 A) For Transformer protection 1 No. modbus compatible Fixed motorised operated 630 Amp vaccum circuit breaker in SF6 insulated stainless steel enclosure along with motorised spring charging arrangment and manual close and open push button, ON/OFF indication, self powered S/C, O/C & E/F relay With RS-485 communication port and single protection core cast resin type CT ( 1.2 VA, CL-5P10), motorized operated 630 Amp load breaker swith with built in earth switch having full making capacity, Mechanical position indicator ( Switch on/ off/ earthed), live cable indication, cable compartment cover interlocked with earth switch, cable termination bushings suitable for 3 no. 1CX300 sq.mm. XLPE cable( cable entry from bottom ), cable termination boots ( Push on type), suitable for use on 11kV, 3 Phase, 50 Hz, AC supply with short circuit breaking current of 21 kA at 11 KV as per detailed specifications complete as required. B) Transformer Supplying, installation, testing and commissioning of Oil type 500 kVA, 11KV / 415Volts , 3 phase, 50 Hz, Dyn11 vector group, copper wound, class "F" insulation associated with winding temperature indicator / controller actuated by means of resistance temperature detector embedded in LV windings , indoor type distribution Transformer with approximately 5 % impedance, tappings for on load operation on HV side in steps of +/- 2.5 %, + 10 % & - 10 % having cable end boxes on HV side suitable for 3 X 240 sq mm XLPE Cable of 11 KV grade and 3X3.5CX300 sqmm.MV cable on LV side with neutral brought out separately including supplying and laying copper conductor multicore control cable from transformer to HT breaker for safety tripping, suitably mounted on MS channel with all accessories and confirming to IS 11171:1985 complete with all fittings and accessories as per specifications attached etc. as required at site. C) LT Switchgear 1 No. 800A FP, 50 kA Fault breaking capacity ( Icu = Ics =Icw 100% up to 433 V ), ACB with microprocessor release (EMI & EMC Certified) for O/L, S/C, E/F protection & with RS-485 port for communication. |
| 234 | SUBSTATION & AUXILIARY INSTALLATION |
| 235 | Providing and fixing danger plates made of mild steel at least 2 mm thick and vitreous enamelled white on both sides & with inscriptions in signal red colour on front side as required. |
| 236 | High Voltage - size 250 mm X 200 mm |
| 237 | Medium Voltage - size 200 mm X 150 mm |
| 238 | Providing and fixing carbon dioxide( CO2) type fire extinguishers confirming to IS 2878 - 1976 and cylinders fully charged of 4.5 KG capacity as required. |
| 239 | Supplying and fixing Foam fire extinguishers, portable type 9 litre capacity hanged on wall with bracket complete as required. |
| 240 | SITC of printed instruction chart both in English and Gujarati and duly framed with front glasses, for treatment of person suffering from Electric shock with minimum 50" diagonally size. |
| 241 | SITC of pair of rubber hand gloves suitable for working on 11 KV/22 KV supply. |
| 242 | SITC of rubber matting of 3 mm thickness as per IS 15652 and IEC 61111. (A) 3 mm |
| 243 | SITC of stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal user, ScisR&BR&BSORs, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes) |
| 244 | SITC of FIREbucket round bottom of9 litres capacity made out of 24 gauge G.I. sheet with extra handle at bottom duly painted white inside andRed out side with FIRE mark,filled with dry-sand and kept on existing stand provided or hung on wall hook. |
| 245 | SITC of floor mounting stand for keeping four nos. of FIRE buckets comprising 1500 mm in length, 900 mmheight frame made out of 30mm X30 mm X 4 mm angle iron with cross supports for legs, welded with 4 hooks and duly painted with one coat of red lead and two coats of approved enamelled silver paint. |
| 246 | Wall hook 22 to 25 cms. projection for keeping fire buckets made out of 15 mm dia. M.S rod grouted in wall to a depth of minimum 15 cms. |
| 247 | SITC of 11 KV, 3 core Al. 240 sqmm H.T. XLPE armoured unearth cable |
| 248 | SITC of H.T. cable outdoor type end connection for 11 KV XLPE, 240 sq mm x 3 core cable |
| 249 | SITC of H.T. cable indoor type end connection for 11 KV XLPE, 240 sq mm x 3 core cable |
| 250 | LT PANEL |
| 251 | Supply, installation, testing and commissioning of 3 phase 415V 4 wire Free Standing Floor mounted MV panel made out of minimum 14 SWG CRCA sheet after seventank process and painting with Epoxy powder coating including all switchgear as detailed below. The panel having PU/Neoprene rubber gasket of not less than 3mm thickness,separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The panel shall consist of suitable rating FP/TPN Aluminium- busbar-as per SLD (at the rating of 0.8ASq.mm) supported with DMC/ SMC barriers and colour coded with Heat shrinkable sleeves. The Metering shall be provided as specified. The panel shall have Short circuit with standing capacity as given in SLD and consist of the switchgear as mentioned below. The panel shall be mounted on plinth, stand, etc. including all materials. The panel shall be got fabricated from manufacturers with CPRI Test certificate only. All the Panels shall have minimum 25% outgoing as per SLD. The earth bus shall be continuoulsy run without any jointing/welding and its Size should be per SLD. The size of all Panel Mounting Meters shall be 96X96mm.The Panels shall be mounted on U channels including supply and fixing of the same. MCBs shall be provided for Control purposes. (All Panels shall be extendable type only). Price shall be inclusive following: Shifting of panels from site store to the suitable location. Installation of panel as located in electrical drawings or as per site conditions, including removing packing etc. Earthing all components, frame etc. to a common internal earth bar. Connection, testing & commissioning. Electrical contractor shall carry out the insulation test at site & all the readings shall be submitted in copy to the consultant or engineer-in-charge. Supply, installation, testing and commissioning all accessories, supporting structure, hard ware etc to complete the job. Supply, installation, testing and commissioning of necessary tools, hard ware, testing hard ware, testing equipment etc. The rates for the distribution boards apart from the Breakers and instruments shall also include the following: |
| 252 | This schedule of Quantities shall be read in conjuction with the technical specification, General & Special conditions as well as all tender drawings. Supporting rigid steel framework. Cubicle type, 14 gauge CRCA sheet steel enclosed. Proper bonding to earth. Painting/lettering on Breakers and distribution boards, the location they serve, providing on each panel its circuit diagram. Providing cable clamps / supports within distribution boards cable alley. All MCB’s shall be of minimum 10 KA breaking capacity. The breaking capacity of MCCB’s are mentioned panel wise. All MCCB’s shall be with thermal magnetic releases upto 250 amps and miroprocesR&B R&B SOR based for 250 amps and above capacity, unless specified otherwise. All motor feeders MCCBs shall be of motor duty. Distribution panels shall be Powder Coated with Siemens gray paint shade no. RAL-7032 of IS-5. Degree of protection for following type of distribution panel enclosure shall be as per IS:13947-1993. IP 4x for all Indoor panel. IP 65 and double door for all outdoor panel. All MCCB’s shall be provided with operating mechanism for door interlock. All measuring instruments (Meters) shall be of digital electronic with LED of approved make. All hinged door shall be earthed through 2.5 sq mm tinned braided copper wire. All panels shall have provision of the following: Pad locking of Switch board doors.All MCB’s used for protection of resistive and lightly inductive load shall be type “B” characteristic and inductive (motor) load shall be of type “C” characteristic and discharge lamps and UPS etc. shall be of type D characteristic. All incoming and outgoing air circuit breakers shall be placed on middle portion of the vertical in single tier formation. |
| 253 | SITC of MAIN LT PANEL of Block A& B ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 254 | SITC of BLOCK A METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 255 | SITC of BLOCK B METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 256 | SITC of BLOCK A COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 257 | SITC of BLOCK B COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 258 | SITC of BLOCK A&B COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 259 | SITC of BLOCK A & B FAÇADE PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 260 | SITC of BLOCK A & B EV CHARGING PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 261 | SITC of MAIN LT PANEL of Block C&D ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 262 | SITC of BLOCK C METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 263 | SITC of BLOCK D METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 264 | SITC of BLOCK C COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 265 | SITC of BLOCK D COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 266 | SITC of BLOCK C&D COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 267 | SITC of BLOCK C & D FAÇADE PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 268 | SITC of BLOCK C & D EV CHARGING PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 269 | SITC of MAIN LT PANEL of Block E ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 270 | SITC of BLOCK E METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 271 | SITC of BLOCK E COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 272 | SITC of BLOCK E FAÇADE PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 273 | SITC of MAIN LT PANEL of Block G ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 274 | SITC of BLOCK G METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 275 | SITC of BLOCK G COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 276 | SITC of BLOCK G FAÇADE PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 277 | SITC of BLOCK G EV CHARGING PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 278 | SITC of MAIN LT PANEL of Block H ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 279 | SITC of BLOCK H METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 280 | SITC of BLOCK H COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 281 | SITC of BLOCK H FAÇADE PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 282 | SITC of BLOCK H EV CHARGING PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 283 | SITC of MAIN LT PANEL of Block I ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 284 | SITC of BLOCK I METER PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 285 | SITC of BLOCK I COMMON DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 286 | SITC of BLOCK I FAÇADE PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 287 | SITC of BLOCK I EV CHARGING PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 288 | SITC of MAIN LT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 289 | SITC of DG SYNCH PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 290 | SITC of APFCR PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 291 | SITC of COMMON "EXTERNAL DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 292 | SITC of EXTERNAL LIGHTING PANEL-1 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 293 | SITC of EXTERNAL LIGHTING PANEL-2 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 294 | SITC of PLUMBING PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (INDOOR) |
| 295 | SITC of EV CHARGING PANEL-1 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 296 | SITC of EV CHARGING PANEL-2 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 297 | SITC of MAIN LT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 298 | SITC of DG SYNCH PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 299 | SITC of APFCR PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 300 | SITC of COMMON EXTERNAL DEVELOPMENT PANEL ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Indoor) |
| 301 | SITC of EXTERNAL LIGHTING PANEL-1 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 302 | SITC of EXTERNAL LIGHTING PANEL-2 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 303 | SITC of EV CHARGING PANEL-1 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 304 | SITC of EV CHARGING PANEL-2 ALSO REFER SLD ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. (Outdoor) |
| 305 | DISTRIBUTION BOARDS |
| 306 | Supply, installation, testing and commissioning of Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for SPN DB 8 Way + 8 Module |
| 307 | SPN DB 12 Way + 12 Module |
| 308 | VTPN DB 4 Way 8+12 Module |
| 309 | VTPN DB 6 Way 8+18 Module |
| 310 | VTPN DB 8 Way 8+24 Module |
| 311 | VTPN DB 12 Way 8+36 Module |
| 312 | TPN DB 4 Way 8+12 Module |
| 313 | TPN DB 6 Way 8+18 Module |
| 314 | Supplying & fixing of Load Kontaket Miniature Circuit Breaken (RX3 MCBs) |
| 315 | 6-32 Amp SP MCB |
| 316 | 6-32 Amp TP MCB |
| 317 | 40 Amp TP MCB |
| 318 | 6-32 Amp FP MCB |
| 319 | 50-63 Amp FP MCB |
| 320 | 6-32 Amp DP MCB |
| 321 | Supplying fitting and fixing of (RCCBs) of the following Amp capacity |
| 322 | 25 Amp DP RCCB 30mA |
| 323 | 40 Amp DP RCCB 30mA |
| 324 | 40 Amp FP RCCB 30mA |
| 325 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 326 | Supply ,fixing, connection and testing of MCCBs with enclouser and all accessories to complete the job. 25/32A DP MCB with Enclouser |
| 327 | Supply ,fixing, connection and testing of MCCBs with enclouser and all accessories to complete the job. 40A DP MCB with Enclouser |
| 328 | Supply ,fixing, connection and testing of MCCBs with enclouser and all accessories to complete the job. 63A DP MCB with Enclouser |
| 329 | Supply ,fixing, connection and testing of MCCBs with enclouser and all accessories to complete the job. 40A FP MCB with Enclouser |
| 330 | Supply ,fixing, connection and testing of MCCBs with enclouser and all accessories to complete the job. 63A FP MCB with Enclouser |
| 331 | Supply ,fixing, connection and testing of MCCBs with enclouser and all accessories to complete the job. 80A FP MCB with Enclouser |
| 332 | Supply ,fixing, connection and testing of MCCBs with enclouser and all accessories to complete the job. 100A FP MCCB with Enclouser |
| 333 | LT CABLES & TERMINATION Supplying, Laying, Testing & Comissioning of PVC/ XLPE armoured cables with Aluminium/ Copper conductor 1100V, Grade of following sizes along wall etc. in ground including the cost of digging of trenches sand, cushioning besides laying etc & refilling the same in layers or by supporting them on wall and all other accessories as required |
| 334 | Aluminium Cable:25 sq. mm 3.5 Core Cable |
| 335 | Aluminium Cable:35 sq. mm 3.5 Core Cable |
| 336 | Aluminium Cable:50 sq. mm 3.5 Core Cable |
| 337 | Aluminium Cable:70 sq. mm 3.5 Core Cable |
| 338 | Aluminium Cable:95 sq. mm 3.5 Core Cable |
| 339 | Aluminium Cable:120 sq. mm 3.5 Core Cable |
| 340 | Aluminium Cable:150 sq. mm 3.5 Core Cable |
| 341 | Aluminium Cable:185 sq. mm 3.5 Core Cable |
| 342 | Aluminium Cable:240 sq. mm 3.5 Core Cable |
| 343 | Aluminium Cable:300 sq. mm 3.5 Core Cable |
| 344 | Aluminium Cable:25 sq. mm 4 Core Cable |
| 345 | Supplying, Laying, Testing & Comissioning of PVC/ XLPE armoured cables with Aluminium/ Copper conductor 1100V, Grade of following sizes along wall etc. in ground including the cost of digging of trenches sand, cushioning besides laying etc & refilling the same in layers or by supporting them on wall and all other accessories as required |
| 346 | Copper Cable:2.5 Sq.mm 4 Core cable |
| 347 | Copper Cable:4 Sq.mm 4 Core cable |
| 348 | Copper Cable:6 Sq.mm 4 Core cable |
| 349 | Copper Cable:10 Sq.mm 4 Core cable |
| 350 | Copper Cable:16 Sq.mm 4 Core cable |
| 351 | Copper Cable:16 Sq.mm 3 Core cable |
| 352 | Copper Cable:10 Sq.mm 3 Core cable |
| 353 | Copper Cable:6 Sq.mm 3 Core cable |
| 354 | Copper Cable:4 Sq.mm 3 Core cable |
| 355 | Providing, supplying of Multicore cables including carriage testing of the following sizes PVC insulated and FR PVC round Sheathed, Copper conductor flexible cable 1100Volt confirming to IS694 |
| 356 | 4 sq. mm 3 Core Cable |
| 357 | 6 sq. mm 3 Core Cable |
| 358 | CABLE TERMINATION:supplying and making end termination with brass compression grand and aluminium lugs for following size of PVC insulated and PVC streathed / XLPE aluminium co{ductor cable of 1.1 KV grade as required |
| 359 | 25 sq. mm 3.5 Core Cable |
| 360 | 35 sq. mm 3.5 Core Cable |
| 361 | 50 sq. mm 3.5 Core Cable |
| 362 | 70 sq. mm 3.5 Core Cable |
| 363 | 95 sq. mm 3.5 Core Cable |
| 364 | 120 sq. mm 3.5 Core Cable |
| 365 | 150 sq. mm 3.5 Core Cable |
| 366 | 185 sq. mm 3.5 Core Cable |
| 367 | 240 sq. mm 3.5 Core Cable |
| 368 | 300 sq. mm 3.5 Core Cable |
| 369 | 25 sq. mm 4 Core Cable |
| 370 | CABLE TERMINATION:Supplying and making end termination with brass compression gland and Copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required. |
| 371 | 3/4 X 2.5 sq. mm (15mm) |
| 372 | 3/4 X 4 sq. mm (17mm) |
| 373 | 3/4 X 6 sq. mm (19mm) |
| 374 | 3/4 X 10 sq. mm (22mm) |
| 375 | 3/4 X 16 sq. mm (28mm) |
| 376 | Concealed wiring in looping in system with 2x1.5 sqmm PVC insulated single core cable of 600V grade in heavy gauge PVC pipe including occuping and fitting of elbows, bend, fees, junction boxes etc including required size of MS concealed boxes and front plate for housing of switches, sockets fan regulator, bell push etc complete to light point. |
| 377 | Concealed wiring in looping in system with 2x1.5 sqmm PVC insulated single core cable of 600V grade in heavy gauge PVC pipe including occuping and fitting of elbows, bend, fees, junction boxes etc including required size of MS concealed boxes and front plate for housing of switches, sockets fan regulator, bell push etc complete to Light Plug Point when fixed elsewhere with continous earth wire. |
| 378 | Concealed wiring in looping in system with 2x1.5 sqmm PVC insulated single core cable of 600V grade in heavy gauge PVC pipe including occuping and fitting of elbows, bend, fees, junction boxes etc including required size of MS concealed boxes and front plate for housing of switches, sockets fan regulator, bell push etc complete for Two way switching wiring. |
| 379 | Loop light point controlled by same switch or SP MCB |
| 380 | Wiring in looping in system with 1.5 sqmm PVC wire in heavy gauge 16SWG 3/4 inch dia MS conduit pipe Including supplying and fitting of bends, tees, joints Boxes etc as necessary complete with 5amp FT switch ceiling rose etc including earthing the conduit to light point. |
| 381 | Wiring in looping in system with 1.5 sqmm PVC wire in heavy gauge 16SWG 3/4 inch dia MS conduit pipe Including supplying and fitting of bends, tees, joints Boxes etc as necessary complete with 5amp FT switch ceiling rose etc including earthing the conduit complete to Light Plug Point when fixed elsewhere |
| 382 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, onnection, painting etc. as required. |
| 383 | Concealed wiring in looping in system with 2x1.5 sqmm PVC insulated single core cable of 600V grade in heavy gauge PVC pipe including occuping and fitting of elbows, bend, fees, junction boxes etc including required size of MS concealed boxes and front plate for housing of switches, sockets fan regulator, bell push etc complete to Power Plug Point with 2x4mm2 including supplying and fitting of 15Amp modular switch socket Combined with continous earth wire to a Power Plug Point Complete. |
| 384 | Concealed wiring in looping in system with 2x1.5 sqmm PVC insulated single core cable of 600V grade in heavy gauge PVC pipe including occuping and fitting of elbows, bend, fees, junction boxes etc including required size of MS concealed boxes and front plate for housing of switches, sockets fan regulator, bell push etc complete to ceiling fan/ Exhaust Point |
| 385 | Concealed wiring in looping in system with 2x1.5 sqmm PVC insulated single core cable of 600V grade in heavy gauge PVC pipe including occuping and fitting of elbows, bend, fees, junction boxes etc including required size of MS concealed boxes and front plate for housing of switches, sockets fan regulator, bell push etc complete to Wall point |
| 386 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire |
| 387 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire |
| 388 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 389 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 390 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 391 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 4 X 4 sq. mm + 2 X 4 sq. mm earth wire |
| 392 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 393 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 394 | Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 395 | Supply, installation, testing and commissioning 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. |
| 396 | 25 mm |
| 397 | 32 mm |
| 398 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required. |
| 399 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 400 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 401 | 450 mm width X 62.5 mm depth X 2.0 mm thickness |
| 402 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (Galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required. |
| 403 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 404 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 405 | 450 mm width X 62.5 mm depth X 2.0 mm thickness |
| 406 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Cross member" (Galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc as required. |
| 407 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 408 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 409 | 450 mm width X 62.5 mm depth X 2.0 mm thickness |
| 410 | Providing and fixing approved make Ladder type cable tray. Made from M.S sheet. The cable tray should be bended as per IS 2062/1079 shall be fabricated of double bended channel section longitudinal members with single bended Channel section. Rungs of members welded to the base of the longitudinal members at 250 mm c/c spacing . as per IS and shall be coated with hot dip galvanizing as per IS 2629/4759. with coupler plate / Fish plate and GI hardware like nut - bolt and washers & other accessories etc. erected on existing support as per Specification and as per instruction of engineer in charge.. |
| 411 | (1) 150 X 50 X 1.6 mm Thick |
| 412 | (10) 300 X 100 X 2.0 mm Thick |
| 413 | (11) 450 X 100 X 2.0 mm Thick |
| 414 | (13) 600 X 100 X 2.0 mm Thick |
| 415 | Supplying & laying under floor pregalvanised corrosion proof rectangular sheet steel cable trunking of 1.6 mm thick having with stand point load up to 1.33 Ton & free from seepage of concrete of screed water having following size of dimensions and No of compartments (W x D x T): 300mm x 38mm x 1.6 mm with Three Compartments |
| 416 | G.I. Junction cross over box for metal/ Al. trunking with duct entry 25mm x 38mm size having epoxy powder coated trap lead with corrosion & rust free having load bearing capacity of 3.6 TONS with adjustable levelling screw of following size with required accessories: 300mm x 300mm x 60/75 mm depth |
| 417 | CEILING MOUNTED DOWN LIGHT POINT System Wattage : 9W IP- IP 20, LED Driver Integral : Constant Current , Input Voltage : 230-240Vac, Frequency : 50-60Hz, Operating Voltage : 220-240Vac , Operating Temperature : -15°C~+50°C Light Source : LUMILED, LED Lumens : 3300 lm , CRI (Ra) : >80 LED ,Colour Temperature : 3000K / 4000K / 6500K Body : Die-Cast Aluminium , Diffuser : High Efficiency Translucent Polycarbonate ,Mounting : Surface – ,Ceiling Finish : Powder coating White / Black Dimension:-Round Type C.O.D. 160 mm Dia. Power Supply : Integral, THD : <10% , CRI:>=80 , Power Factor : >0.9, Surge Protection : 2.5KV ,Efficiency : >80% Colour Temperature : 4000K Luminous flux : 2497 lm Beam Angle : 120° (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) |
| 418 | CEILING MOUNTED DOWN LIGHT POINT System Wattage : 9W IP- 65, LED Driver Integral : Constant Current , Input Voltage : 230-240Vac, Frequency : 50-60Hz, Operating Voltage : 220-240Vac , Operating Temperature : -15°C~+50°C Light Source : LUMILED, LED Lumens : 3300 lm , CRI (Ra) : >80 LED ,Colour Temperature : 3000K / 4000K / 6500K Body : Die-Cast Aluminium , Diffuser : High Efficiency Translucent Polycarbonate ,Mounting : Surface – ,Ceiling Finish : Powder coating White / Black Dimension:-Round Type C.O.D. 160 mm Dia. Power Supply : Integral, THD : <10% , CRI:>=80 , Power Factor : >0.9, Surge Protection : 2.5KV ,Efficiency : >80% Colour Temperature : 4000K Luminous flux : 2497 lm Beam Angle : 120° (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) |
| 419 | CEILING MOUNTED DOWN LIGHT POINT System Wattage : 20W IP 20, LED Driver Integral : Constant Current , Input Voltage : 230-240Vac, Frequency : 50-60Hz, Operating Voltage : 220-240Vac , Operating Temperature : -15°C~+50°C Light Source : LUMILED, LED Lumens : 3300 lm , CRI (Ra) : >80 LED ,Colour Temperature : 3000K / 4000K / 6500K Body : Die-Cast Aluminium , Diffuser : High Efficiency Translucent Polycarbonate ,Mounting : Surface – ,Ceiling Finish : Powder coating White / Black Dimension:-Round Type C.O.D. 160 mm Dia. Power Supply : Integral, THD : <10% , CRI:>=80 , Power Factor : >0.9, Surge Protection : 2.5KV ,Efficiency : >80% Colour Temperature : 4000K Luminous flux : 2497 lm Beam Angle : 120° (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) |
| 420 | CEILING MOUNTED DOWN LIGHT POINT System Wattage : 20W IP- 65, LED Driver Integral : Constant Current , Input Voltage : 230-240Vac, Frequency : 50-60Hz, Operating Voltage : 220-240Vac , Operating Temperature : -15°C~+50°C Light Source : LUMILED, LED Lumens : 3300 lm , CRI (Ra) : >80 LED ,Colour Temperature : 3000K / 4000K / 6500K Body : Die-Cast Aluminium , Diffuser : High Efficiency Translucent Polycarbonate ,Mounting : Surface – ,Ceiling Finish : Powder coating White / Black Dimension:-Round Type C.O.D. 160 mm Dia. Power Supply : Integral, THD : <10% , CRI:>=80 , Power Factor : >0.9, Surge Protection : 2.5KV ,Efficiency : >80% Colour Temperature : 4000K Luminous flux : 2497 lm Beam Angle : 120° (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) |
| 421 | TRACK LIGHT WITH ALL ACCESSORIES LIKE HOUSING ETC.. System Wattage: 20W LED Track Light with Track, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED Lumens: 1800 lm CRI (Ra): =80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: =0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING. The luminaire is BIS & CE certifications |
| 422 | Tube Light (Ceiling /Wall): SITC of LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company mark/name 160V to 270V, Power Factor more than 0.9, THD < 15%,CCT 4000K (As per Architect), Luminaire efficacy> 85 lumens/watt ,LED LED driver efficiency > 85 %( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity between the ranges shown.) (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature, Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) (A) Tube Light with integral driver (iv) 36 Watts, Surge-2 KV, IP-20, conventional 4 feet |
| 423 | Hanging Light: Supply, Installation, testing & commissioning of 20W hanging light point System Wattage: 20W LED, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED Lumens: 1800 lm CRI (Ra): =80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: =0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING. The luminaire is BIS & CE certifications |
| 424 | Suspended Tube Light: SITC of LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company mark/name 160V to 270V, Power Factor more than 0.9, THD < 15%,CCT 4000K (As per Architect), Luminaire efficacy> 85 lumens/watt ,LED LED driver efficiency > 85 %( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity between the ranges shown.) (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature, Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) (A) Tube Light with integral driver (iv) 36 Watts, Surge-2 KV, IP-20 |
| 425 | STEP LIGHT: System Wattage: 3W LED, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED Lumens: 1800 lm CRI (Ra): =80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: =0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP20, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING. The luminaire is BIS & CE certifications" |
| 426 | Uplighter: System Wattage: 18W LED (6*3watt), Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED Lumens: 1800 lm CRI (Ra): =80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: =0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING. The luminaire is BIS & CE certifications (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.)(junction box shall be jelly filled IP-20) |
| 427 | Flood Light: SITC of LED Flood light fittings with High power White LEDs wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD < 10 %,CCT 4000K (As per Architect),Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity between the ranges shown.) (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.)(junction box shall be jelly filled IP-67) (B) Flood Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line supply with over-voltage protection. (v) 2X60 Watt |
| 428 | WALL MOUNTED UP-DOWN LIGHT POINT: System Wattage : 12W (6x2) LED ,IP 20, IK:07, Driver Integral : Constant Current, Input Voltage : 230-240Vac , Frequency : 50-60 Hz, Operating Voltage : 100-277Vac , Operating Temperature : -15°C~+50°C, DIMENSION ; 145 X 100 x 150mm Body : Extruded & die-cast aluminium , Reflector : Mirror finish pure AL , Diffuser : Clear toughened glass , Mounting : Surface - Ceiling, Finish : Graphite Grey Anthracite Grey Jet Black Light Source : COB LED , Lumens : 1800 lm , CRI (Ra) : >80 , LED Colour Temperature : 3000K / 4000K Power Supply : Integral , Power Factor : =0.95 , THD : 85% Luminous flux : 1219 / 1186 lm for 25° Beam Angle : 15° / 25° / 40° (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) |
| 429 | Bulk Head-12W-IP 65: Providing and erecting PVC body surface or pendent mounting LED Bulk type 12 watt Lighting Fitting with electronic driver. And lumen output from luminaire 720lm , input voltage range 90-300VAC , 50Hz cool white(3000 to 6500k), inbuilt driver, -20degC to +60degC working temperature, AL frame with Beam Angle 120deg (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) |
| 430 | PROFILE LIGHT: Supply and fixing of 22w/mtr LED Profile light System Wattage: 22W LED/MTR, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED Lumens: 1800 lm CRI (Ra): =80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: =0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING. (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) |
| 431 | Mirror Light 9 Watts, wall mounted-IP65: Supply, Installation, testing & commissioning of Lighting fixtures of approved make suitable for operation at 230V,50Hz complete with housing, ballast, cover and LED lamp with > 100 Lumen/watt efficiency as per Technical specifications CRI should be > 70. Life : 50000 burning hrs with 70% lumen mainteneace. Surge Protection > 2.5Kv for indoor products and > 4Kv for Outdoor products. Input Voltage range : 140V-270V AC for all products and as approved by the Engineer. The light fixtures may vary as per Interior/ Architect/ Client requirement |
| 432 | Strip Light 9W/Meter (IP20): Supply, Installation, testing & commissioning of Lighting fixtures of approved make suitable for operation at 230V,50Hz complete with housing, ballast, cover and LED lamp with > 100 Lumen/watt efficiency as per Technical specifications CRI should be > 70. Life : 50000 burning hrs with 70% lumen mainteneace. Surge Protection > 2.5Kv for indoor products and > 4Kv for Outdoor products. Input Voltage range : 140V-270V AC for all products and as approved by the Engineer. The light fixtures may vary as per Interior/ Architect/ Client requirement |
| 433 | Supplying and fitting of ceiling fan AC Operated type 220/250 volt. Complete with 3nos. Of blades down rod canopy hanging shackle & 30mm length of down rod supplied with the fan by the dealer but the extra length will be charged @Rs2.00/mtrs. |
| 434 | Supplying and fitting of exhaust fan double bearing self lubricating type single phase 50hz 250v AC operated complete with supporting frame, fan blades,nuts and bolts and other petty accessories as required. |
| 435 | POST TOP: Supply, Installation, assembling, connection, testing & commissioning of light fixture equivalent to Juno Column Light 60W LED module of NICHIA LED source of CCT 3000K/4000K/5700K. Constructed out of Extruded aluminium bottom pipe of grade- 6063 (with test certificate) Height: 3500mm, Ø100(PIPE DIA) x 2.5mm thickness, FRP type The control gear tray is prewired with 2.5 Sq.mm cable, 6A MCB and 32A terminal connectors for loop-in/ loop-out arrangement. The mechanical resistance of the luminaire is IK08 and with ingress protection of IP65. This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Translucent acrylic diffuser of 1.8mm thickness with controlled downward light emission, lamp fixed position. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >85%, power factor >0.9, THD <10%, Colour Rendering Index: Ra>80 and SDCM MacAdam step 3. Input voltage of 230-240Vac at 50-60Hz frequency and have an operating voltage of 100-277Vac with Surge protection 6KV and have 360 Degree light distribution and simple electronic On-Off driver. The luminaire is BIS & CE certifications. (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) Pole : FRP Type Available finish:- PU coated with MARINE COATING. Dimensions:- Ø600X3500mm. |
| 436 | BOLLARD: Supplying and erecting 12W LED Bollard light fittings with High power White LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminium housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses with company mark/ name engraved or embossed 120 to 300 V, Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 4000K, Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %., Sample and Colour Temperature of fixture to be approved from architect. (fittings required LM-79 & LM-80 certificates) (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature, Fixture sample is to be done and approved by the architect and Engineer in charge after sampling and mock-up before finalization.) Tentative Dimension: Ø=166mm, H=900mm LED Bollard fittings of minimum height 900 mm and diameter 166 mm having polycarbonate clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with base plate 160x160 mm with erection by M8x75mm fastener with required RCC foundation IP65 for 16 W, Surge -4KV |
| 437 | STREET LIGHT 60W Single Arm: Supply, Installation Testing and Commissioning of LED street light fitting with Min system lumen output of 9000 lumens. Luminaire should be with specially designed heat management system to ensure luminous efficacy > 114-120 Lm/w for the system and Power consumption of the luminaire should be maximum 60W. The housing should be of non-corrosive LM6 Pressure Die Cast Housing to with stand extreme environments, it has Anti Dust Exposed Lens. It should have corrosion resistant powder coating to pass NSS of 500 Hrs. Luminaire should be IP68 Protection for LED module and IK09 protection and should meet safety and performance and EMI standards. LEDs Make should be from Lumiled / NICHIA / Osram only. which is having CCT of 4000K/5700 K, CRI > 70, SDCM < 5 with useful life of L70B50@75000 Hrs Operating Voltage of driver should be of 120 – 277 VAC.The access to the optical and the gear compartment should be separate. While accessing the gear compartment, the optical compartment should not be disturbed. The Luminaire should have a 10 KV External SPD duly bolted in the Luminaire . The SPD should be able to sustain a minimum 15 hits of 10KA rating i.e. Total of 45 hits across all the three modes as per IEEE 62.41.2. The Luminaire should have a breather to ensure that air balance inside and outside of the Compartment .The luminaire should be of Class B Serviceability. The wattage of each LED should be greater than 1 watt and less than 3 Watt. Mid power And COB’s are not permitted. The luminaire should be capable of withstanding voltage stress of 440V for 8 Hrs., should have an auto shutdown @ 325V and have an auto recovery feature. The Drivers should be a potted driver not a printed circuit board without casing mounted inside the luminaire, it has 4 Kv Internal SPD and Thd < 10%. Luminaire Weight Should be Not More than 6.5 Kg. Submission of LM80-08 for LED source & LM79-08 for Luminaire from NABL Accredited Lab mandatory. The Luminaire and Driver both should be BIS approved and CRS no (R no) of both driver and Luminaire along with BIS certificates should be submitted at the time of bid submission.Pole : FRP Type (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) Height– 7000mm. Arm Length- 1145mm. Sq. pipe– 100mm. |
| 438 | STREET LIGHT 2X60W Double Arm: Supply, Installation Testing and Commissioning of LED street light fitting with Min system lumen output of 9000 lumens. Luminaire should be with specially designed heat management system to ensure luminous efficacy > 114-120 Lm/w for the system and Power consumption of the luminaire should be maximum 60W. The housing should be of non-corrosive LM6 Pressure Die Cast Housing to with stand extreme environments, it has Anti Dust Exposed Lens. It should have corrosion resistant powder coating to pass NSS of 500 Hrs. Luminaire should be IP68 Protection for LED module and IK09 protection and should meet safety and performance and EMI standards. LEDs Make should be from Lumiled / NICHIA / Osram only. which is having CCT of 4000K/5700 K, CRI > 70, SDCM < 5 with useful life of L70B50@75000 Hrs Operating Voltage of driver should be of 120 – 277 VAC.The access to the optical and the gear compartment should be separate. While accessing the gear compartment, the optical compartment should not be disturbed. The Luminaire should have a 10 KV External SPD duly bolted in the Luminaire . The SPD should be able to sustain a minimum 15 hits of 10KA rating i.e. Total of 45 hits across all the three modes as per IEEE 62.41.2. The Luminaire should have a breather to ensure that air balance inside and outside of the Compartment .The luminaire should be of Class B Serviceability. The wattage of each LED should be greater than 1 watt and less than 3 Watt. Mid power And COB’s are not permitted. The luminaire should be capable of withstanding voltage stress of 440V for 8 Hrs., should have an auto shutdown @ 325V and have an auto recovery feature. The Drivers should be a potted driver not a printed circuit board without casing mounted inside the luminaire, it has 4 Kv Internal SPD and Thd < 10%. Luminaire Weight Should be Not More than 6.5 Kg. Submission of LM80-08 for LED source & LM79-08 for Luminaire from NABL Accredited Lab mandatory. The Luminaire and Driver both should be BIS approved and CRS no (R no) of both driver and Luminaire along with BIS certificates should be submitted at the time of bid submission. Pole : FRP Type (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature, Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) Height– 7000mm. Arm Length- 1145mm. Sq. pipe– 100mm. |
| 439 | Uplighter: System Wattage: 18W LED (6*3watt), Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED Lumens: 1800 lm CRI (Ra): =80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: =0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/ Anthracite Grey/ Jet Black with MARINE COATING. The luminaire is BIS & CE certifications. (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) (junction box shall be jelly filled IP-67) |
| 440 | Tree Uplighter (SPIKE LIGHT): System Wattage: 12W, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60 Hz Operating Voltage: 100-277VAC, Operating Temperature: -15°C~+50°C Light Source: CITIZEN, LED Lumens: 1640 lm CRI (Ra): >80, LED Colour Temperature: 3000K/4000K Power Supply: Integral, Power Factor: >0.98, THD: <10%, Surge Protection: 2.5KV, Efficiency: >84% Colour Temperature: 3000K, Luminous flux: 988 lm, Beam Angle: 15° / 25° / 40° Body: Die-cast Aluminium Alloy, Diffuser: Clear Tempered Glass, Mounting: Spike/ Die-cast Aluminium Bracket Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING, IP66, IK04, Life: 60,000 hrs Dimension: 113 x 84 x 117mm The luminaire is BIS & CE certifications. (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) (junction box shall be jelly filled IP-67) |
| 441 | WALL WASHER LIGHT FOR FAÇADE LIGHTING: System Wattage : 15W LED DIMENSIONS - 145 x 100 x 270mm/145 x 100 x 270mm , IP: IP 65 IK 07, Driver Integral : Constant Current , Input Voltage : 230-240Vac Frequency : 50-60 Hz , Operating Voltage : 100-277Vac , Operating Temperature : -15°C~+50°C Physical Body : Extruded & die-cast aluminium, Reflector : Mirror finish pure AL, Diffuser : Clear toughened glass, Mounting : Surface - Wall, Finish : Graphite Grey Anthracite Grey Jet Black Light Source : CITIZEN COB , LED Lumens : 2X900/1800 lm / 2 x 1800 lm CRI (Ra) : >80 LED Colour Temperature : 3000K / 4000K Power Supply : Integral , Power Factor : =0.95, THD : 85% Luminous flux : 6W : 615 / 646 lm for 25° / 12W : 1219 / 1186 lm for 25° Beam Angle : 15° / 25° / 40° (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) (junction box shall be jelly filled IP-67) |
| 442 | STEP LIGHT: System Wattage: 12W LED, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED Lumens: 1800 lm CRI (Ra): =80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: =0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/ Anthracite Grey/ Jet Black with MARINE COATING. The luminaire is BIS & CE certifications. |
| 443 | Strip Light 9W/ Meter (IP65): Supply, Installation, testing & commissioning of Lighting fixtures of approved make suitable for operation at 230V,50Hz complete with housing, ballast, cover and LED lamp with > 100 Lumen/watt efficiency as per Technical specifications CRI should be > 70. Life : 50000 burning hrs with 70% lumen mainteneace. Surge Protection > 2.5Kv for indoor products and > 4Kv for Outdoor products. Input Voltage range : 140V-270V AC for all products and as approved by the Engineer. The light fixtures may vary as per Interior/ Architect/ Client requirement |
| 444 | Supply, erection, assembling, checking and testing of of decorative external light poles with fittings and clamps as specified in Specification. The unit rate shall also include following: Fixing of pole with Integral Junction box (IP 65/68) with 8. way connector & 2 Nos. of 6 A DP MCB, 38. mm. dia., G.I cable entry & exit conduit as required. Supply and laying of 2 nos. 38 mm. dia.G.I pipe suitable for FRLS XLPE arm cable entry and exit to junction box as required. Concrete coping with base plate & necessary civil works. Earthing and painting. Supply & connecting of wiring from junction box to the light fixture, using 3c x 2.5 sq.mm. PVC copper conductor, flexible cable. Concrete coping with base plate & necessary civil works of excavation and back filling |
| 445 | SITC OF 4.0 Mtr Long, POST TOP LIGHT POLE (FRP Type): Providing and fixing approved make FRP Type Circular poles. The pole should be made as per IS. with required base plate suitable suspend local wind speed to be erected on existing foundation including all other accessories required. 4 Mtr. Long, Top Outer Diameter: 76mm, Bottom Outer Diameter: 142mm, Thickness: 6mm, Base Plate: 250 x 250mm (As per Vendor) |
| 446 | SITC OF SINGLE ARM STREET LIGHT POLE (FRP Type): Providing and fixing approved make FRP Type Circular poles. The pole should be made as per IS. with required base plate suitable suspend local wind speed to be erected on existing foundation including all other accessories required. Height- 7000mm, Arm Length- 1145mm, Top Outer Diameter: 114mm, Bottom Outer Diameter: 179mm, Thickness: 6mm, Base Plate: 300 x 300mm (As per Vendor) |
| 447 | SITC OF DOUBLE ARM STREET LIGHT POLE (FRP Type): Providing and fixing approved make FRP Type Circular poles. The pole should be made as per IS. with required base plate suitable suspend local wind speed to be erected on existing foundation including all other accessories required. Height- 7000mm, Arm Length- 1145mm,Top Outer Diameter: 114mm, Bottom Outer Diameter: 179mm, Thickness: 6mm, Base Plate: 300 x 300mm (As per Vendor) |
| 448 | SMART POLE: Supply, Installation, testing and Commissioning of 8 Mtr. Smart pole capable of integrating IoT devices like Camera: HDTV 1080p and 32x optical zoom with Pan, Tilt & Zoom features. It should have forensic WDR , Network camera with With IP66, NEMA 4X and IK10 ratings it’s resistant to both harsh weather conditions and impacts also with MARINE COATING. It is also with two-way audio, I/O ports and extended capabilities for advanced analytics. It should offer electronic image stabilization and enhanced security features including signed firmware and secure boot, PoE Switch, Wi-Fi : 2.4GHz and 5.0GHz bands , Visual display unit (minimum 500x1000 mm, IP 65 Outdoor type, Brightness of >6200CD/m2, 16.7 Mln Colours, Refresh rate of =1920HZ ) will be used for display of messages/ Commercialisation of installation, USB charging for Mobile phones/ tablets, Emergency call button, Public address system. Installations and applications and can accommodate telecom equipment from multiple mobile network operators. Pole manufacturers must have production standards certificates per NEN-EN-ISO 9001: 2015, NEN-EN-1090-1. Poles must have EN 1991-1-4 and EN-40 certifications..The smart pole should easily be upgradable to a 4G/5G telecom base station by adding an integrated telecom antenna as a structural part of the pole. Such an antenna should support at least 1695MHz -2690Mhz frequency bands.The smart pole must have 2 external IP67 USB connection ports for mobile device charging application. It must have an IP65 230VAC mains power outlet suitable for outdoor use for general applications. Smart wireless air quality monitoring solution for Air Quality Monitoring, Pollution Control, Industrial and Urban Safety. It should be well connected of below: • Optical Particle Counter: PM1, PM2.5 and PM10µm • Accessible through cloud-based platform. • Easy to configure through Laptop, Smartphone or Tablet • Rechargeable Lithium battery with power path. • GNSS: GPS/Glonass with 2.5 meters accuracy. • Built-in temperature, battery and RSSI sensors. Remote configurable alarms, thresholds, calibration parameters, readings and transmissions periods. This job is including Installation, Programming & Commissioning of smart pole as per requirment & latest specifications. Equivalent to Philips UrbanWit SMart pole The scope shall also cover to supply and installations of all components like Power supply modules, POE switch, LC, SC modules and all other require/ necessary components and accessories to finish and operate smart pole satisfactory. |
| 449 | Construction of Foundation for POST TOP LIGHT Pole of size 300mm Length, 300 mm width, 600mm depth including excavation, backfilling, watering, soling, compaction, Reinforcement etc. complete. It includes R.C.C work of M-25 for foundation also having 100mm thick PCC in M-10 and 150mm thick rubble soling at bottom level. It shall be completed with all respect in true line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. (Foundation should be designed as per wind speed of local area guidelines.) |
| 450 | Construction of Foundation for STREET LIGHT Pole of size 450mm Length, 450 mm width, 600mm depth including excavation, backfilling, watering, soling, compaction, Reinforcement etc. complete. It includes R.C.C work of M-25 for foundation also having 100mm thick PCC in M-10 and 150mm thick rubble soling at bottom level. It shall be completed with all respect in true line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. (Foundation should be designed as per wind speed of local area guidelines.) |
| 451 | Construction of Foundation for BOLLARD of size 300 mm Length, 300 mm width, 450 mm depth including excavation, backfilling, watering, soling, compaction, Reinforcement etc. complete. It includes R.C.C work of M-25 for foundation also having 100mm thick PCC in M-10 and 150mm thick rubble soling at bottom level. It shall be completed with all respect in true line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. (Foundation should be designed as per wind speed of local area guidelines.) |
| 452 | SWG GI wire in ground: Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required. |
| 453 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 454 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 455 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 456 | Providing and fixing Earthing Strip of 50x6mm Hot Dip Galvanized GI strip |
| 457 | Providing and fixing Equipotential Busbar of 50x6mm Hot Dip Galvanized iron. |
| 458 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 459 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 460 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 160 mm dia (OD-160 mm & ID-135 mm nominal) |
| 461 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 200 mm dia (OD-200 mm & ID-175 mm nominal) |
| 462 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required: 100 mm dia |
| 463 | Construction of ELECTRICAL & ELV chamber of size 450x450x600 (1050x1050x850)mm including excavation, backfilling, watering, soling, compaction, Reinforcement etc. complete. It includes brick work of Walls, R.C.C work of M-25 for top and bottom slabs, also having 100mm thick PCC in M-10 at bottom level. It shall be plastered with 15mm thick Plaster with neat coat in CM 1:3 on internal including water proofing and outside of chamber with 18mm thick cement plaster(underlayer 12 mm thick cement plaster 1 :5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ) in two coat at all sides. Top shall be covered with Pre-Cast SFRC Solid MH cover with clear opening of 450x450mm with frame and cover bearing load min. 25t and size as Mentioned in Drawing. It shall be completed with all respect in ture line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. |
| 464 | Construction of ELECTRICAL & ELV chamber of size 750x750x1000 (1550x1550x1250)mm including excavation, backfilling, watering, soling, compaction, Reinforcement, Rungs etc. complete. It includes R.C.C work of M-25 for walls, top and bottom slabs, also having 100mm thick PCC in M-10 at bottom level. It shall be plastered with 15mm thick Plaster with neat coat in CM 1:3 on internal including water proofing and outside of chamber with 18mm thick cement plaster(underlayer 12 mm thick cement plaster 1 :5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ) in two coat at all sides. Top shall be covered with Pre-Cast SFRC MH cover with clear opening of 900x900mm with frame and cover bearing load min. 25t and size as Mentioned in Drawing. It shall be completed with all respect in ture line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. |
| 465 | Construction of ELECTRICAL & ELV chamber of size 1000x1000x1200 (1800x1800x1450)mm including excavation, backfilling, watering, soling, compaction, Reinforcement, Rungs etc. complete. It includes R.C.C work of M-25 for walls, top and bottom slabs, also having 100mm thick PCC in M-10 at bottom level. It shall be plastered with 15mm thick Plaster with neat coat in CM 1:3 on internal including water proofing and outside of chamber with 18mm thick cement plaster(underlayer 12 mm thick cement plaster 1 :5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ) in two coat at all sides. Top shall be covered with Pre-Cast SFRC MH cover with clear opening of 900x900mm with frame and cover bearing load min. 25t and size as Mentioned in Drawing. It shall be completed with all respect in ture line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. |
| 466 | Construction of ELECTRICAL & ELV chamber of size 1500x1500x2000 (1900x1900x2000)mm including excavation, backfilling, watering, soling, compaction, Reinforcement, Rungs etc. complete. It includes R.C.C work of M-25 for walls, top and bottom slabs, also having 100mm thick PCC in M-10 at bottom level. It shall be plastered with 15mm thick Plaster with neat coat in CM 1:3 on internal including water proofing and outside of chamber with 18mm thick cement plaster(underlayer 12 mm thick cement plaster 1 :5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ) in two coat at all sides. Top shall be covered with Pre-Cast SFRC MH cover with clear opening of 900x900mm with frame and cover bearing load min. 25t and size as Mentioned in Drawing. It shall be completed with all respect in ture line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. |
| 467 | Construction of Plinth for OUTDOOR ELECTRICAL PANAL of size 1500x500x300 mm including excavation, backfilling, watering, soling, compaction, reinforcement etc. complete. It includes R.C.C work of M-30 for plinth also having 100mm thick PCC in M-15 at bottom level. It shall be plastered with 20mm thick sand faced cement plaster in two coat at all sides and paint with exterior grade paint/ sides shall be finised/ cladded with kota stone, size as mentioned in Drawing. It shall be completed with all respect in ture line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. |
| 468 | Construction of Plinth for Trench of size 750x750x1000 mm including excavation, backfilling, watering, soling, compaction, reinforcement etc. complete. It includes R.C.C work of M-30 for plinth also having 100mm thick PCC in M-15 at bottom level. It shall be plastered with 20mm thick sand faced cement plaster in two coat at all sides and paint with exterior grade paint/ sides shall be finised/ cladded with kota stone, size as mentioned in Drawing. It shall be completed with all respect in ture line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. |
| 469 | Supplying, installation, testing and commissioning of ON LINE UPS system with SMF battery and 30 min back and with battery rack complete in all respect. 1 set. of 7 KVA UPS Single phase input & Single phase output for unbalance (Emrg. Ltg.+Computer+Elv) load. |
| 470 | Supplying, installation, testing and commissioning of ON LINE UPS system with SMF battery and 30 min back and with battery rack complete in all respect. 1 set. of 5 KVA UPS Single phase input & Single phase output for unbalance (Emrg. Ltg.+Computer+Elv) load. |
| 471 | Supplying, installation, testing and commissioning of ON LINE UPS system with SMF battery and 30 min back and with battery rack complete in all respect. 1 set. of 2 KVA UPS Single phase input & Single phase output for unbalance (Emrg. Ltg.+Computer+Elv) load. |
| 472 | Supply, Transportation, Installation, testing and commissioning of IP-67 Rated weather proof Outdoor type junction boxes having dimensdios Height x Width x Depth:- 104 x 104 x 70 mm with terminal having black colour RAL 7035. |
| 473 | Supply, Transportation, Installation, testing and commissioning of IP 66/69 weather proof Outdoor type junction boxes having dimensdios Height x Width x Depth:- 155 x 210 x 92 mm having black colour RAL 9011. |
| 474 | Supply, Transportation, Installation, testing and commissioning of IP 66/69 weather proof Outdoor type junction boxes having dimensdios Height x Width x Depth:- 155 x 210 x 92 mm with terminal having black colour RAL 9011. |
| 475 | Supplying, installation, testing and commissioning of Passive Infrared(PIR) technology based occupancy sensor having high performance, non regulating programmable type, suitable for connected load upto 10Amp , for mounting height up to 2.8 mtr and for 5 m diameter coverage area along with necessary fixing arrangements i/c programming at site etc. complete as required. |
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