|
| 1 | ROAD WORK |
| 2 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 3 | Providing and laying of dry rubble flooring complete as per drawings and technicalspecifications Clause 1303.3 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 6 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 7 | 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 Uttarakhandspecifications) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Providing and fixing 10x10x7.50 cm Granite stone block (Cobble stone) hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 11 | Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsionpressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 12 | Providing and laying Dense Bituminous Macadam with the use of batch type MP using crushed aggregates of specified grading , premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hotmix to worksite, 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 clauseNo. 507 complete in all respects. Grading II - 26.5mm nominal size |
| 13 | Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the preparedbituminous/granular surface cleaned with mechanical broom. |
| 14 | Providing and laying Bituminous Concrete with the use of batch type hotmix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting thehotmix toworksite, 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. 509 complete in all respect 3-4-2 for Grading-II (bituminous binder @ 5.4 % of mix) |
| 15 | 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. 6-2-1-6 600 x 600 mm Square |
| 16 | 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. 6-2-1-2 600 mm equilateral triangle |
| 17 | Solar Road Studs: 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. |
| 18 | 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/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. |
| 19 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved 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 andholes. |
| 20 | Providing and Laying of Garwali Motif of Size 4m x 2.50m and with wooden framingmade from high-quality teak wood. |
| 21 | Providing and Fixing of decorative wrought-iron 3-seater benches, finished in black with a rust-inhibiting coating, with dimensions of 1800 mm in length and 600 mm inwidth. |
| 22 | WALL REPAIRING WORK |
| 23 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 24 | Providing weepholes in brick masonry/stone masonry, lain / reinforced concrete abutment, wing wall, return wall 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 |
| 25 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) - OUTER PLASTER |
| 26 | Finishing walls with water proofing cement paint of required shade : New work (Twoor more coats applied @ 3.84 kg/10 sqm) |
| 27 | GAZEBO WORK (02 Nos) |
| 28 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 29 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 30 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 31 | Supplying and filling in plinth with sand under Floors, including watering, ramming,consolidating and dressing complete. |
| 32 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the topsmooth. |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 35 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 36 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treatedbars of grade Fe-500D or more |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 39 | Foundations, footings, bases for columns |
| 40 | Columns, piers, abutments, pillars, posts and struts |
| 41 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 42 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, includingwooden plugs complete with necessary screws and priming coat on unexposed surface. 20 mm thick |
| 43 | Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in-Charge. |
| 44 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 12.26.1 6 mm thick Cement fiber board as per IS: 14862 |
| 45 | Providing and laying vitrified Floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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. Size ofTile 600x600 mm |
| 46 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid forseparately). Second class teak wood |
| 47 | French spirit polishing : 13.68.1 Two or more coats on new works including a coat ofwood filler |
| 48 | 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. - 10.16.1 Hot finished welded type tubes |
| 49 | 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. - 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 50 | Providing and fixing precoated 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 upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 51 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposedsurface. 12 mm thick |
| 52 | Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceilingof building. |
| 53 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : 12.51.1 Ridges plain (500 - 600mm) |
| 54 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : 12.51.2 Flashings/ Aprons.( Upto 600 mm) |
| 55 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : 12.51.6 Gutter (600 mm over all girth) |
| 56 | Drainage Work |
| 57 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 58 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required forproper completion of the work. as per drawings and technical specifications Clause802, 803, 1202 & 1203 |
| 59 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 750 mm dia |
| 60 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 61 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 62 | WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Mechanical Means |
| 63 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means |
| 64 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means |
| 65 | For K.C & U-TYPE Drain |
| 66 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 67 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto5 m) P.C.C. grade M 20 Nominal mix (1:2:4) |
| 68 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto5 m) R.C.C. grade M 25 |
| 69 | 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) |
| 70 | BOUNDARY WALL WORKS |
| 71 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 72 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 73 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1cement : 6 coarse sand) |
| 74 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised andcut pointing |
| 75 | 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. Hot finished welded type tubes |
| 76 | CLADDING WORKS |
| 77 | 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 : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : White sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick |
| 78 | HORTICULTURE WORK |
| 79 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water). Hedge Plant/ Ground Cover Plants /Seasonal Plants |
| 80 | Cost of plantation for 100 trees /200 Shrubs /300 Hedge/ground cover plant/ SeasonalPlant |
| 81 | Electrification work |
| 82 | S.I.T.C of 3m Decorative Cast aluminium pole having complete Casted base having base plate of 450 mmx16mm Thick duly fixed with base. Pole has a runining G.I Tube from the base up to 3000 mm of 90mm diax3mm thick to have better strucutral stability. DFT not less than 100 microns. Pole Should have adequate size cutout with openable Hinzed door with Neccesary Gaskit to ensure water tight arrangement for pooling cables and installation of MCB connector Etc(as per approved drawing). Pole is suitable for mounting post top fixture. |
| 83 | S/f of 40 to 60 Watt Led post top made out of Cast aluminium having with polycarbonate glass duly re-wired with Osram High power LED and philips driver with external 10 KV surge Pressure dye casted heat sink is used for better heat precipitation and long life duly painted with italian paint ready to insall.System efficency of 100 lm/ Watt or above Make Wipro/Crompton/Bajaj/Signify. |
| 84 | S/L of 4 core x 6 sq.mm AI Armored cable Complete in all Respect. |
| 85 | S/L of 4 core x 10 sq.mm AI Armored cable Complete in all Respect. |
| 86 | S/L of 4 core x 16 sq.mm AI Armored cable Complete in all Respect. |
| 87 | Supplying and fixing 5A to 32A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breakersuitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 88 | Single pole |
| 89 | S/f of 40 Amp. Rating four pole 415 volt Isolator in the Existing MCB DB Complete with Connection Testing Commissioning Etc. as Required. 40 A |
| 90 | Supplying and drawing 3 x 1.5sq. mm of FRLS PVC insulated copper conductor single core cable in the existing surface/recessed steel/ PVC conduit as required |
| 91 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.( upto 6.5 metre) |
| 92 | Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete asrequired . |
| 93 | 32 mm dia |
| 94 | 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. |
| 95 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 96 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. |
| 97 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimbleexcavation and re-filling as required. |
| 98 | The Design, manufacture, Supply, Installation, Testing & Commissioning of following Lighting Panel: Three Phase, 415V Lighting panel, IP 65 Out door type with canopy, Including standing Arrangement ,double door with lockable arrangement made from 2 mm thick CRCA sheet steel,The panel shall be given one coat of red oxide primer and two coats of enamel paints. powder coated with off white colour (inside & outside),1no.earth stud on each side face, Phase indicating lamps RYB with 6 Amps SP C Series MCB back up. Electrolytic high conductivity Aluminium Three phase and neutral busbars rated at 63 amps, 18KA, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. 40KA Type 2 Class (4P+N) Surge protection device,having following: Incomer: 32-40A 4P MCCB (25 kA) - 1no., 40A 4P contactor - 1no.Rotary Handle,RYB Indication Lamp, Spreader Terminal, Astro Time Switch having following facilities:Precise time programming for-Daily/Weekly,Pulse switching,Simple Reset feature,Week end programming, 24 Hr display (Military), Manual Over ride. Supply Voltage & Frequency:110-240VAC,+10%/-20%,50/ 60 Hz; Memory Locations: 8 On / Off operations, 16 memory locations; Minimum Switching Time: 1 min; Housing: Flame Retardant UL94V0. , Add on Block as required.On Indication Lamp Green LED for relay ON ,Off Indication Lamp Red LED for relay Trip, Auto and Manual Switch.Including Grouting on Base at Ground by Cement Concrete.Outgoing: 32A TPN MCB C Series (10 kA) - 03 no with Outgoing Terminal. Please Enable Macros to View BoQ information |
