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| 1 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:- In area of light jungle |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual Means upto 3 m depth |
| 3 | Excavation in Marshy SoilExcavation for roadway in marshy soil with hydraulic excavator 0.9 Cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. |
| 4 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer incharge. |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 6 | Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- II Material |
| 7 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 8 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 9 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 |
| 10 | 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) |
| 11 | P.C.C. grade M 20 Nominal mix (1:2:4) |
| 12 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 13 | RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump |
| 14 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 15 | RCC Grade M30 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 16 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 17 | Supplying, fitting and placing TMT 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) |
| 18 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 19 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 20 | 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. |
| 21 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 22 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 23 | Providing and fixing Stainless Steel (Grade 304) 6mm dia Solid Chain made of Solid Rod etc, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 24 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 25 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 26 | Electric resistance or induction butt welded tubes |
| 27 | Providing and fixing galvanised iron (0.5mm thick) stone coated roofing sheet, of approved quality, shade and make, confirming to IS Specifications, including cutting, bending, curving, and fixing in position as per approved drawings and instructions of Engineer-in-charge. The sheet shall be fixed with self drilling/self tapping screws with EPDM washers, complete with all overlaps (side and end laps), profiles, accessories and sealants to ensure leak-proof installation, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 28 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram 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 using self drilling/ self tapping screws complete : |
| 29 | Ridges plain (500 - 600mm) |
| 30 | Flashings/ Aprons.( Upto 600 mm) |
| 31 | North light curves |
| 32 | Gutter (600 mm over all girth) |
| 33 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications |
| 34 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 35 | Random rubble masonry |
| 36 | In cement mortar (1:5) |
| 37 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 38 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge |
| 39 | 40 mm thick fine dressed stone flooring over 20 mm(avarage) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortor 1:2 (1 cement : 2 stone dust) with an admixure of pigment to match the shade of stone.Red sand Stone |
| 40 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stone 40 mm thick- exposed face fine dressed with rough backing. |
| 41 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement: 4 coarse sand) : |
| 42 | 25 mm thick |
| 43 | 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. |
| 44 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 45 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 46 | Supplying,fitting & fixing granite 18mm thick for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. |
| 47 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 48 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 49 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 50 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and |
| 51 | 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 52 | 12 mm cement plaster of mix : |
| 53 | 1:4 (1 cement: 4 fine sand) |
| 54 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 55 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 56 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 58 | Finishing walls with textured exterior paint of required shade : |
| 59 | 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 |
| 60 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : |
| 61 | Flush/ Ruled pointing |
| 62 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 63 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 64 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) |
| 65 | Using Concrete Batching and Mixing Plant |
| 66 | PCC M20 for Kerb (Cast in Situ) |
| 67 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 68 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). |
| 69 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : |
| 70 | Stone aggregate 20 mm nominal size |
| 71 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 72 | Upto and including 12 mm dia. |
| 73 | Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work. |
| 74 | Renovation of existing toilet including Supply, Installation, Testing and Commissioning (SITC) of 4 Nos. Indian Type Water Closets (Orissa Pan), 4 Nos. European Type Water Closets (WC), 2 Nos. Urinals and 3 Nos. Wash Basins, including all associated accessories such as bib cocks, stop cocks, 2 Nos. manholes, 2 Nos. mirrors, overhead water tanks (7 Nos. of 0.5 KL capacity and 1 No. of 1 KL capacity), ball valves, doors and ventilators, along with complete plumbing and electrical fittings, complete in all respects as per approved drawings and directions of the Engineer-in-Charge. |
| 75 | Manufacture and Supply of 2 seatter portable toilet with cabin size 4x6x7ft. Made of FRP sandwich pannels, FRP Partition wall diveded the Toiles in two cabin each cabin size is 2.6x2.4x7ft., FRP Roof & 02 Nos. FRP doors of size 6x2ft., including BIO-DIGESTER WASTE TANK (1nos): 5000 ltr. Material of construction FRP thickness 5mm avg., 2 water closet squatting pan (Indian type W.C. pan ), PVC Water Tank, 1 Wash basin, Towel hanger, Cloth hook, shop disk, mirror .Soap Dispenser, all UPVC plumbing fitting internal & External connections, all Electricity fitting with 2Nos & 7wattt led bulb & outside connections etc. all complete according the site-in charge and according to the approved design and Brand. |
| 76 | Manufacture and Supply of portable change room of size 5ft x 4ft x 7ft. Made of FRP sandwich pannels, FRP doors of size 0.90 x 2.1m including all door hardware, Towel hanger, Cloth hook all plumbing fitting internal & External connections, all Electricity fitting with 2Nos & 7wattt led bulb & outside connections etc. all complete according the site-in charge and according to the approved design and Brand. |
| 77 | Manufacture, Supply & fixing of FRP toilet with 5000 litres Biodigester tank for Person with Disability with 3 mm pannels made up of 450 gsm chopped strand matt with unsaturated polyster resin with viscosity in range of 400/450 cps.Toilet will be supported m.s Structure Frame From Bottom With Cement Board and Tiling on It FRP door of 30mm thickness with requisite hardware besides provision for tap & light source to be provided as a standard feature. Person with Disability Toilet - with tiles finishSize of Toilet:- 2m x 2m x 2.3mts (lxbxh) |
| 78 | Supply and Laying - Jointing of following dia. Asbestos Cement pipes with socket and rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved rubber gaskets including cost of all jointing materials and testing etc, complete but excluding excavation and backfilling of tenches upto ground level. |
| 79 | 150 mm dia. 0-1.5 m depth |
| 80 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 81 | For pipes 100 to 250 mm diameter |
| 82 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 83 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 84 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 85 | Supply, installation, testing, and commissioning of Water ATM unit (500 LPH Purification Capacity) including water purification system, storage tank, dispensing outlets, electrical connections, civil foundation, enclosure, and all associated works; complete in all respects as per approved specifications, drawings, and directions of the Engineer-in-Charge. |
| 86 | Supplying and installing Fibre Reinforced Plastic (FRP) Sculpture of approved design, shape, and size, made of high-grade UV-resistant FRP material with appropriate thickness (minimum 4–6 mm) suitable for outdoor installation, finished in approved texture and color, mounted over existing RCC pedestal/base. Note: Cost of RCC pedestal/base is not included in this item and shall be paid separately. |
| 87 | Supplying and installing a pair of 100-litre capacity HDPE (High-Density Polyethylene) waste bins of approved make and colour, mounted on a powder-coated MS (Mild Steel) stand with proper supports and frame structure for ground fixing. Each bin shall be weather-resistant, UV-stabilized, durable, and provided with a hinged lid and handles for easy handling. The MS stand shall be fabricated using square/round pipes of adequate thickness, painted with two coats of anti-rust primer and synthetic enamel paint. The item includes all materials, labour, transportation, fixing in position with necessary fasteners or grouting as required, and all incidental charges to complete the job in all respects. |
| 88 | Providing and installing machine-carved natural stone spherical bollards of approved design, size (approximately 500 mm diameter), and sandstone material including all necessary finishing, polishing, dressing, edge rounding, and surface treatment as per the architectural drawings and instructions of Engineer-in-Charge. |
| 89 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 90 | Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 91 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 92 | 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). |
| 93 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : |
| 94 | Screened through sieve of I.S. designation 20 mm |
| 95 | Screened through sieve of I.S. designation 16 mm |
| 96 | Screened through sieve of I.S. designation 4.75 mm |
| 97 | Fine dressing of the ground. |
| 98 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 99 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
| 100 | Holes 1.2 m dia and 1.2 m deep |
| 101 | Holes 45 cm dia, and 45 cm deep |
| 102 | Cutting of designer hedge/edge removing of cut materials, cleaning, hoeing of hedge/edge bed watering manure and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge |
| 103 | Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topiary) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. |
| 104 | Height of Topiary above 120 cm. |
| 105 | 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) |
| 106 | Trees Plant |
| 107 | Shrubs Plant |
| 108 | Hedge Plant /Ground cover |
| 109 | Providing and Displaying Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 110 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 111 | Providing and Displaying Ficus reginold piller type Topiary well developed with fresh & healthy 210 to 240 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 112 | Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 113 | Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. |
| 114 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 115 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 116 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). |
| 117 | In rows 5 cm apart in both directions |
| 118 | Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 119 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 120 | Supply, Erection, testing and Commissioning of Street Lighting Feeder Pillar fabricated out of suitable size angle iron and flats and covered with 2mm thick cold rolled CRCA sheet, weather proof powder coated painting etc. confirming to IP 55 Complete with Al. Bus Bar, inter-connection with solid/stranded copper conductor wire/copper strips, glands neutral links etc., and mounted with following switchgears etc. complete. (a) Incomer details: 1 Set Three Phase, 4 wire Energy Meter along with 1 No. 63Amp FP MCCB, 25kA breaking capacity with heavy duty solid neutral link with thermal release having O/L and short circuit protection(b)RTU to control the road lighting luminaries per phase with easy programming remotely with PC, automatic ON and OFF time as per the uploaded programming, Reports can be downloaded through web UI(b) Bus Bar : 100Amps, TPN, 415V, Aluminium Bus Bar shall be insulated by heat shrinkable sleeves & clip on shroud for joints.(c) Outgoings: 6Nos, 16Amp, 10kA, TPN MCB with all required accessories complete. |
| 121 | Supply, Erection, testing and Commissioning of decorative ornamental pole with decorative bracket made of cast iron and hot dip galvanised internal pole. The pole shall be made out of mild steel tube in multiple sections with grooves as per site requirement. The different sections shall be joined together through flanges and swaging joints and are welded to get stable structure. A built in service window shall be provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connector for mains connections in the bottom part of the pole as per specification and requirement of engineer in charge. Yoga theme illuminated embellishment shall be fitted on the pole bracket. One yoga theme metallic statue should be fitted at the centre of the pole bracket. The decorative bracket shall be made out of Mild steel tube, rod & embellishments shall be made of cast iron, and total height of the bracket shall be 1200mm till the bracket arm. The decorative pole and decorative bracket shall be machined and polished properly to give it a smooth surface. The decorative pole and decorative bracket shall be duly pretreated by shot blasting process and coated with high end epoxy primers and top coat in UV ray resistant polyurethane/Polyester coating in approved colour shade. |
| 122 | 5 Meter decorative ornamental pole with 1200mm height decorative Single Arm bracketThe bottom section of pole shall be of 140mm dia. x 3.6 mm thickness x 1100mm long, the middle section shall be of 89 mm dia. (grooved to dia. 82 mm and swaged) x 3.6 mm thickness x1400mm long and top section shall be 76 mm dia. (grooved to dia. 72 mm and swaged) x 3.6 mm thickness x 1300 mm long. The base plate shall be of dimension 250 x 250 mm and thickness 15 mm and joined with the pole by welding joint with the help of stiffeners. |
| 123 | Supply, erection, testing and commissiong 12.5 Meter high mast lighting system (as per PLG 07 of ILP UK technical report no 7 of ILEUK/IS:875 Part-1, 2015 / BSEN 10025/and IS 2062) consisting of totally hot dip galvanised by single dipped method high mast lantern carriage suitable for upto 12 nos luminaries with welded arm (excluding luminaries), mast head frame assembly with full cover, including 1no. LED 15Watt aviation obstruction lights double drum type self sustaining winch, integral power tool necessible from door with pad locking arrangement (winch motor with control circuit), hot dipped galvanised heavy duty pipe lightening final, S.S. rope, EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on /off, reverse / forward motor operation and CC foundation of M-25 grade complete as requirement as per IS 456 complete as per UJVNL specifications |
| 124 | Decorative Led streetlight shall be made of die cast and Spun Aluminum and shall have Ingress protection of IP66 for optical compartment and Impact Resistance of IK 08 or more. A Transparent polycarbonate Diffuser shall be fitted in the Led post top 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 Luminaire shall have external surge protection device of 10kV. Led shall be Osram/Seoul/Cree or equivalent reputed make and shall have luminous efficacy of more than 130 - 140 Lm/Watt. System luminous efficacy shall be more than 125 Lm/Watt. The CCT of Led shall be 3000/4000/6000k as required by engineer in charge. The shape and sizes of the Led Post top light shall be as required by engineer in charge. System life of 50,000 burning hours with 70% of initial lumens maintained. |
| 125 | 60W LED Post Top Fixture with lamp |
| 126 | Providing and fixing IK07, IP 66 protected LED Street Light luminaries on existing bracket / pole. LED Street light Luminaire made of pressure diecast alluminium body with powder coated, having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's System efficacy >120lm/W and junction temprature < 70°C, with Ingrees protection IP65, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), Driver surge protection 4KV, In house additional Surge protection ≥ 10KV with optics distribution , THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete as per UJVNL specifications |
| 127 | 120 watt LED Flood Light for High Mast |
| 128 | Supplying & installation, testing and commissioning of, 8-in Solar Glowing Globe Light, 16 Colors Changing Solar Garden Ball Lamp, Auto-On/Off Glow Orb Light W/Remote, Waterproof Landscape Lighting Globe W/Ground Stakewith all accessories including connection etc. and complete as per Electrical Engineer-in-Charge and consultants |
| 129 | Supplying & installation, testing and commissioning of,Environmental friendly, new generation, energy saving, decorative IP66 15Watt LED spike light using COB LED as light source including all accessories including connection etc. and complete as per Electrical Engineer-in-Charge and consultants |
| 130 | Supply and transportation of following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I |
| 131 | 3.5 Core x 50 Sq.mm XLPE Cable (For Incoming Power Supply to Feeder Pillars) |
| 132 | 4 Core x 10 Sq.mm XLPE Cable |
| 133 | 2 Core x 10 Sq.mm XLPE Cable |
| 134 | Supply and laying of 1.1kV grade, 3x2.5sq.mm. PVC insulated copper stranded conductor (P+N+PE) from Junction Box to luminaries |
| 135 | Laying of 1.1kV Al. Ar. XLPE cable of approved make, loose in existing pipe or trenches complete with necessary connections as per technical specification and entire satisfaction of engineer incharge |
| 136 | 3.5 Core x 50 Sq.mm XLPE Cable |
| 137 | 4 Core x 10 Sq.mm XLPE Cable |
| 138 | 2 Core x 10 Sq.mm XLPE Cable |
| 139 | Supply and making end termination with heavy duty brass compression gland and heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size complete aas per specifications |
| 140 | 3.5 Core x 50 Sq.mm XLPE Cable |
| 141 | 4 Core x 10 Sq.mm XLPE Cable |
| 142 | 2 Core x 10 Sq.mm XLPE Cable |
| 143 | Earthing |
| 144 | Supply and installation of UL Listed, CPRI tested copper bonded steel electrode of minimum 17.2mm dia with a minimum coating thickness of 250micron and length of 3meters filled with anti corrosive conductive compound with parameters sealing both the end complete aas per specifications |
| 145 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 146 | Providing & Laying earth connection from earth electrode to Road Lighting poles with 8SWG G.I. wire complete as required as per specification. |
| 147 | Supply 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 (1meter below ground level) including earth work excavation and refilling the trench etc., complete in all respect as required. |
| 148 | 55/50 mm dia |
| 149 | 90/76 mm dia Please Enable Macros to View BoQ information |
