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| 1 | Footpath Work |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.By Mechanical Means |
| 3 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum 494.10 Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 4 | Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 6 | Stone work ashlar punched (ordinary) in superstructure up to floor five level in cement mortar 1:6 (1 white cement 6 coarse sand) including pointing with white cement mortar 1:2 (white cement: 2 stone dust) with an admixture of pigment matching the stone shade. One faced dressed, Red Sand Stone. |
| 7 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. |
| 8 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m) P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 9 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material |
| 10 | Granular Sub-base with Well Graded Material By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 11 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 |
| 12 | Providing and Laying of factory made Coloured Rubber Molded anti-skid Shot Blast Concrete Block of M-35 Grade having thickness 80 mm over 30 mm thick sand bed in footpath, parks, lawns, drive ways,parking etc, of required strength, thickness & size/ shape, as per drawings & approved by Engineer-In-Charge complete in all respect. |
| 13 | Providing and fixing in position 150 mm thick pre-cast R.C.C M-30 drain cover with steel frame made up of 150 mm x1.6 mm flat all arround the cover, steel reinforcemet of 10 mm dia bar @ 100 mm c/c in top & bottom face both direction with necessary hook of 16 mm dia bar as per the drawing Complete in all respect. |
| 14 | Providing and fixing in position 100 mm thick pre-cast R.C.C M-30 drain cover with steel frame made up of 150 mm x1.6 mm flat all arround the cover, steel reinforcemet of 10 mm dia bar @ 100 mm c/c in top & bottom face both direction with necessary hook of 12 mm dia bar as per the drawing Complete in all respect. |
| 15 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work |
| 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 17 | Cleaning of Existing drain inlcuding removal of silt, mud, soil, grit , stone particle, wood particle etc including dewatering, all lead & lift, loading & unloading as per the direction of Engineer-In-Charge. |
| 18 | Providing and Laying of factory made Grass Paver Block of M-35 Grade having thickness 80 mm over 30 mm thick sand bed in footpath, parks, lawns, drive ways,parking etc, of required strength, thickness & size/ shape, as per drawings & approved by Engineer-In-Charge complete in all respect. |
| 19 | Pavment Work |
| 20 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. By manual mean Bituminous course |
| 21 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 22 | Dense Graded Bituminous Macadam Grading-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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. 505 complete in all respects.) |
| 23 | Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per cent 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) |
| 24 | Road Marking & furniture |
| 25 | Providing and laying of hot applied thermoplastic compound of ISI MarkApproved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level,uniform and free from streaks and holes. |
| 26 | Providing and Laying of Rumble strips with 2 component cold plastic with Primer coating rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant,for material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm. For these specialised markings high refractive index glass beads of Ri 1.6 are reccomended @ 500gm/sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 27 | Providing and applying 2 Component Cold Plastic Paint rolled on surfacing material solvent free,high build two pack seamless,tough,skid resistant,material which has property of attaining 1.5mm - 2.00mm thickness in single coat application white (or as required colour) based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2) |
| 28 | Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers made out of poly carbonate/ABSmoulded body and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lens face with retroreflectance and chromaticity values shall be as given in the detailedspecifications and the product shall conform to ASTM D4280. The raisedpavement marker shall also meet all the testing conditions of ASTM D4280and fixed to the road surface using the adhesive recommended by themanufacturer. Two cylindrical Polymer Shanks of not less than 20 mmdiameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTHcircular No RW / NH. 33023/10/ 97-DO.III and the length ,height and widthof the body shall not be less than 100 mm, 15 mm and 90 mm and baseof marker shall be flat within 1.3 mm and outermost faces of configurationof marker shall not deviate more than 1.3 mm from a flat surface. Themarker shall suport a load of 13635 Kg tested in accordance with ASTMD4280. The marker shall withstand flexural strength of 909 kgf force inaccordance with ASTM D4280. Marker lenses shall be moulded ofPolycarbonate or methyl methecrylate conforming to ASTM D788. The areaof each retro reflectory surface shall not be less than 13.0 sq.cm. Theslope or retro – reflectory surface shall be 35 + 5 degree to base. Eachreflector shall have a CIL not less than values specified in table 1 ofMORTH Section 800 page no. 353 and should accompany two yearwarranty for satisfactory field performance from the manufacturer |
| 29 | Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications. |
| 30 | Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and backfaces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 31 | Road Signages |
| 32 | Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(i) 600 mm equilateral triangle |
| 33 | (ii) Same as above but 600 mm circular |
| 34 | (iii) Same as above but 80 mm x 60 mm rectangular |
| 35 | (iv) Same as above but 60 cm x 45 cm rectangular |
| 36 | (v) Same as above but 60 cm x 60 cm square |
| 37 | (vi) Same as above but 90 cm high octagon |
| 38 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of Type XI retro- reflectivesheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. |
| 39 | Art Work |
| 40 | Wall Painting of different shape & colour as per the pattern approved by the Engineer-In-Charge |
| 41 | Fabrication, supply, and erection of FRP (Fiber Reinforced Polymer) Wall Murals and associated creative elements designed to harmonize with the surrounding aesthetics and views. The work shall be executed as per the following technical specifications:Material: High-quality FRP (Fiber Reinforced Polymer).Thickness: 4 mm – 6 mm (shell thickness).Relief Depth: 50 mm – 200 mm, varying as per the artistic design.Reinforcement: Internal Mild Steel (MS) armature to provide structural strength and rigidity.Finishing: High-grade Acrylic or Enamel coloring, artistically applied.The rate is inclusive of design approval, materials, labor, scaffolding, installation, and all necessary fixings required to complete the work to the satisfaction of the Engineer-in-Charge. |
| 42 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 43 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 44 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 45 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 46 | Miscellaneous Work |
| 47 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. grade M 25 |
| 48 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no.1.6) |
| 49 | Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m, stacking serviceable material and unserviceable material separately as per Technical Specification Clause 202. |
| 50 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 51 | Supply and fixing of Retro Reflective sign board made up of 4 mm thick Aluminium Composite Panel fully covered with Prismatic Diamond Grade Sheeting (Type XI) Matter, Symbol, Letter, Logo etc. shall be cut by CNC machine of same type of sheeting or EFC or Latex Printed as per Engineer in Charge. Board shall be supported by 40 mm dia. SS Pipe (Grade 304) frame riveted on SS flat 20x5 mm welded inner side of the frame with two posts of 65mm dia SS Pipe with holdfast. the posts of sign board shall be embedded in 450x450x600 mm foundation with M -25 cement concrete as per Drawing complete in all respect. |
| 52 | Providing & Fixing 3 Seater C.I Bench of different colour with minimum seating capacity 3.0 person as per approved by Engineer-In-Charge. |
| 53 | Flooring with Cobble stone of approx. 75 mm (thick) laid on 25 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 stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 54 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 55 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 56 | Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 57 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 58 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 59 | Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect. |
| 60 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)Trees Plant |
| 61 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)Shrubs Plant |
| 62 | Providing and stacking of Cassia biflora of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 63 | Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. |
| 64 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 65 | Providing and stacking of Ophiopogon jaburan ( variegated ),full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. |
| 66 | Shifting and re-installation of the Shivmurti (Height >5'). The scope of work includes carefully lifting the statue from its existing location without causing any damage, utilizing manual labor, mechanical means, or a Hydra crane as required. The work covers carriage to a designated nearby safe location and subsequent re-installation at the new site. The rate is inclusive of all necessary arrangements, tools, plants, machinery, scaffolding, and labor, to be executed strictly in accordance with the directions of the Engineer-in-Charge |
| 67 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.M.S. tube |
| 68 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 69 | Flooring with Cobble stone of approx. 75 mm (thick) laid on 25 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 stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 70 | Operation and Maintenance of Site Utilities during Construction Period-Providing for operation and maintenance of all existing utilities and services at site during the entire construction period, including but not limited to water supply lines, sewer lines, drainage systems, and other associated infrastructure which may be affected, damaged or disrupted during execution of works.The contractor shall be fully responsible for maintaining uninterrupted functionality of these utilities and shall promptly repair, restore or reinstate any damage caused during construction.The scope shall also include maintaining overall site cleanliness, proper disposal of debris, and ensuring safe and hygienic working conditions at all times.Payment under this item shall be made only upon satisfactory completion of the works and certification by the Engineer-in-Charge that the contractor has duly maintained all utilities and site conditions throughout the construction period. |
| 71 | Shifting & replacement of Water Supply Water main of various diameters including replacement of damaged line, supply of all necessary fittings, necessary civil work etc complete in all respect. |
| 72 | Shifting & replacement of Sewer line including sewer line of various diameter including replacement of damaged line, construction of manhole, chamber, necessary civil work etc complete in all respect. |
| 73 | Dismantling of manhole including R.C.C top slab, CI cover with frame, including stacking of useful material near the site and disposal of unserviceable materials all as per direction of Engineer in Charge.Rectangular manhole 90x80 cm and 45 cm deep |
| 74 | Dismantling of manhole including R.C.C top slab, CI cover with frame, including stacking of useful material near the site and disposal of unserviceable materials all as per direction of Engineer in Charge.Circular manhole 122 cm diameter and 1.68 m deep |
| 75 | Shifting of Nagar Nigam Hordings as per the direction of Engineer in Charge. |
| 76 | Unit Estimate for Shifting of Existing Private Connection (15mm) |
| 77 | Unit Estimate for Shifting of Existing Private Connection (15mm) |
| 78 | Electrical Works |
| 79 | Decorative Ornamental Pole Total height of the Decorative pole will be 4000 mm nominal above the ground. The pole is made out of mild steel tube as per dimensions shown in the drawing.. The size of the base plate will be 250X250X10 mm. Bottom section shall be of diameter 114 mm x 3.2 mm thick x 1000 mm long. Top section shall be of diameter 76 mm x 3 mm thick. The different sections of the pole are joined together by means of flanges and welded joints. A cast aluminium embellishment is fitted at the joint of two sections to enhance the look of the decorative pole. The decorative pole shall be duly pretreated by sanding and shot blasting process and painted in epoxy primer and top coat of UV ray resistant Poly urethane/polyester coating in approved colour shade. The DFT of coating on pole, shall not be less then 90 microns. The contractor has to specify pole & street light manufacturers name and manufacturing facility details in technical bid. The pole & street light manufacturer shall have inhouse facility for pole fabrication consisting of Laser cutting machine, Pole fabrication and Mig welding plant, shot blasting machine, Oven to bake required pole and bracket. The EIC will visit the plant to ascertain the required plant and machinery at manufacturers facility.Decorative street light - ( 50-60 Watt ) Led Decorative Led street light shall be made of die cast and Spun Aluminum and shall have Ingress protection of IP66for optical compartment and Impact Resistance of IK 08 or more. The Led Post top light shall be in 50w LED. A Transparent polycarbonate Diffuser shall be fitted in the Led street light. Integrated suitable BIS approved LED Driver shall be fitted inside the Led Post top light having efficiency 85%, power factor shall be>0.95,THD<=10% ,with driver standard voltage withstand range of 100-300 V AC and inbuilt surge protection of Min. 4 kv.The Luminarieshall haveexternal surge protection device of 10kV. Led shall be Osram/Seoul/Cree/Bridgelux or equivalent reputed make and shall have luminous efficacy of more than 140Lm/Watt .System luminous efficacy shall be more than 120 Lm/Watt .The CCT of Led shall be 3000/4000/6000 k as required by engineer in charge. The shape and sizes of the Led Post top light shall be as per attached drawing. System life of 50,000 burning hours with 70% of initial lumens maintained. The Led Post top light shall be machined and polished properly to give it a smooth surface andshall be coated in UV ray resistant Polyurethane/ Polyester coating in approved colour shade. The Coating on the Led post top light shall be baked in oven at required temperature and parameters .The contractor has to specify pole manufacturers name and manufacturing facility details in technical bid. The pole manufacturer shall have in house testing facility for street light luminaire viz- LM-79, IP-66, IK-08. Oven to bake coating Required luminaire. The EIC will visit the plant to ascertain the required testingequipments, plant and machinery.Following third party test reports will be required with the material.LM-79IP-66IK-08, LM-80 FOR LED, BIS OF DRIVER, BIS OF STREET LIGHT |
| 80 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 10 sq. mm |
| 81 | S/B of Copper bonded rod with Low carbon steel, high tensile strength copp bonded rod with copper coating. Diameter- 14 mm. Length- Imeter. Material- Copper Bonded, Coating thickness- 50 microns min., Environment friendly. RoHS Certified low resistivity Carbon based Ground Enhancement material in12 Kg pack to fill the bore area around the rod & providing of suitable connector and lug including excavation and refilling as per specification with suitable size of hardpoly plastic earth pit chamber with locking arrangement . |
| 82 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode . incłuding connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) . |
| 83 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 84 | S/L of 4C X 10 SQ mm AL Armoured Cable Complete the job in all Respect. |
| 85 | S/L of 3C X 1.5 SQ mm Copper Cable Complete the job in all Respect. |
| 86 | 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 Il complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 87 | Erection Of Mertallic Pole Of Following Length in Cement concrete 1:3:6 ( 1 Cement : 3 Course Sand : 6 Graded Stone Aggregate 40 mm Nominal Size ) Foundation Including Excavation And Refilling etc . as Required Above 4.5 Mtr to 6 mtr . |
| 88 | Supply of high quality long through multi color wash light, Protection Rating : IP66, complying to BIS standard \\"IS 10322 (Part 5/Sec 1): 2012\\" and having CE certification against standard \\"Low Voltage Directive & Protective Equipment - EN 60598-1:2015\\", and \\"Electromagnetic Compatibility Directive - EN 61547: 2009\\", Mounting Structure : Adjustable surface mount yoke arrangements for fixing the lights having the rotation degrees embosed in the die cast. Power consumption : 50W, CCT : RGBW(6000-7000K), (as per the design approval), Optics : PMMA with holder, Beam Angle : 25º/45º/60º, Control : DmX512 Channel : 4 CH, Body : Die casted / extruded aluminium with embossed manufacturer logo, Seperate compartment for keeping the decoder/driver in the housing which can be easily removable for service without disturbing the LEDs/Optics, Hot spot and light distribution : Optics Designed to minimize hot spots & fringing in color mixing applications. Power Input : Constant DC 24V with external driver to the constant current decoder, Surge Protection : Inbuilt surge protection in the driver 2KV-4KV(Additional if required will be added as per the requirement), Toughened transparent glass having the IK protection up to IK08, Painting : Chemical 3/7 tank processed treatment before the powder coat black/ash/approved color coat. Fixture will be suitable to operate in a temperature range of 0°C to 50°C, The light fixtures are having IP68 air vent made of stainless steel which helps to desiccate & prevent from forming moisture inside the light fixture at worst environmental condition. LED life should be at least 50,000 burning hours at L70 at 35 degree centigrade. Luminaire is inclusive of Integral male/female waterproof connectors with structures in pre wired conditions as per IS standard. PCB thickness must be 1.6mm, 35 micron Copper, 2W TC with Black or White masking, Copper /OSP finish. LM79, IK07, IP66, HV Certificates from NABL Acrediated laboratory. LED Makes should be CREE, LumilLED, Osram, Seoul, Nichia or equivalent with the engineer or 3rd party testing laboratory approval. Power & DMX Loop In/Out along with IP67 connector having the length >300mm. |
| 89 | Supply of 20W multi color spot light, Protection Rating : IP66, complying to BIS standard \\"IS 10322 (Part 5/Sec 1): 2012\\" and having CE certification against standard \\"Low Voltage Directive & Protective Equipment - EN 60598-1:2015\\", and \\"Electromagnetic Compatibility Directive - EN 61547: 2009\\", Mounting Structure : Adjustable wall mount yoke arrangements for fixing the lights. Power consumption : 20W, CCT : RGBW, (as per the design approval) Optics : PMMA with holder, Beam Angle : 25º/45º/60º, Control : DmX512 Channel : 4 CH, Body : Die casted / extruded aluminium with embossed manufacturer logo, Seperate compartment for keeping the decoder/driver in the housing, Hot spot and light distribution : Optics Designed to minimize hot spots & fringing in color mixing applications. Power Input : DC 24V with external driver, Surge Protection : Inbuilt surge protection 2KV-4KV(Additional if required will be added as per the requirement), Toughened transparent glass having the IK protection up to IK05, Painting : Chemical 3/7 tank processed treatment before the powder coat black/ash/approved color coat. Fixture will be suitable to operate in a temperature range of 0°C to 50°C , LED life should be at least 50,000 burning hours at L70 at 25 degree centigrade. Luminaire is inclusive of Integral male/female waterproof connectors with structures in pre wired conditions as per IS standard. PCB thickness must be 1.6mm, 35 micron Copper, 2W TC with Black or White masking, Copper /OSP finish. LM79, IK05, IP66, HV Certificates from NABL Acrediated laboratory. LED Makes should be CREE, LumilLED, Osram, Seoul, Nichia or equivalent with the engineer or 3rd party testing laboratory approval. Power & DMX Loop In/Out along with IP67 connector having the length >400mm. |
| 90 | SITCofDCpowerdriverfortheaboveLights,Power:200W,Input:AC110-240VAC,50Hz,Output:DC12/24V,Protection rating, IP67, Surge protection : LL 4KV, LE 6KV |
| 91 | SITC of IP65 \\" I \\" DMX connectors having 3/5 pole cable connector, Male/Female connector with improved latch, cage type contacts, \\"solder stop\\" for easy soldering, and additional ground contact for best contact integrit between chassis and cable connector. More durable housing for maximum reliability . |
| 92 | SITC of IP65 \\"I\\" Power connectors having 3/5 pole cable connector, Male/Female connector with improved latch, cage type contacts, \\"solder stop\\" for easy soldering, and additional ground contact for best contact integrit between chassis and cable connector. More durable housing for maximum reliability . |
| 93 | SITC of sub Power Distribution Board made up of MS Sheet metal fabricated housing black powder coated andivery connectors for the internal terminations and external outgoing connecting points, fibre / brass glands of suitable size fitted MCB control for outgoing circuits. Timer with required contactor for auto switching. Power panel suitable for indoor/outdoor applicable and floor mount / wall mount options. |
| 94 | SITC and fixing of PVC conduit pipe on surface 25 mm Dia (Medium) with accessories, junction box etc . |
| 95 | SITC of 5 core DMX cable comprises twisted pairs with shield support for carrying of data. DMX512 cable is usedfor connecting all light consoles that use DMX 512 standard data transmission. (As per actuals depending upon |
| 96 | SITC of PVC insulated multi core electrical un armored flexible 3C x 1.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition) the site condition) . |
| 97 | SITC of DMX controller can be used to control a wide variety of different DMX systems- fromRGB/RGBW to more advanced moving and color mixing luminaires .( Inclusive Programming ) . |
| 98 | S/F Cage 50 Watt Wash light |
| 99 | S/F MS Facade CAge For Spot Light 20 Watt . |
| 100 | SITC of additional accessories for installing the lights as per the final drawing/site condition consisting of clamps, brackets, angles, joints, hardware's like fasteners, nut & bolts , GI Pipe, Flexible Metalic/ PVC Pipe, Cutting, excavation, refilling with CC as directed by Engineer-in-charge, Hydra Charges, Welding charges etc. Foundation/ Grouting etc as per site requirement and direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
