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Tender For Beautification Of Chowk On National Highway-154 At Nagrota Bagwan In Distt. Kangra, Himachal Pradesh (Sh-Construction Of Clock Tower Including Providing And Fixing Electrical Installation Etc.), nagrota-Himachal Pradesh

Public Works Department-PWD has published Tender For Beautification Of Chowk On National Highway-154 At Nagrota Bagwan In Distt. Kangra, Himachal Pradesh (Sh-Construction Of Clock Tower Including Providing And Fixing Electrical Installation Etc.). Submission Date for this Tender is 20-03-2023. clocks Tenders in nagrota Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

36706580
Tender For Beautification Of Chowk On National Highway-154 At Nagrota Bagwan In Distt. Kangra, Himachal Pradesh (Sh-Construction Of Clock Tower Including Providing And Fixing Electrical Installation Etc.)
Open Tender
Indian
Himachal Pradesh
nagrota
20-03-2023

Tender Details

Beautification Of Chowk On National Highway-154 At Nagrota Bagwan In Distt. Kangra, Himachal Pradesh ( Sh-Construction Of Clock Tower Including Providing And Fixing Electrical Installation Etc. )

Key Value

Document Fees
INR 1500 /-
EMD
INR 60100.0 /-
Tender Value
INR 30.02 Lakhs /-

BOQ Items

Name of Work:- Beautification of Chowk on National Highway-154 at Nagrota Bagwan in Distt. Kangra, Himachal Pradesh (SH:-Construction of Clock Tower including providing and fixing Electrical Installation etc;.)
Sl. No. Item Description
1Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of excavation and then retuning the stacked soil in 15cm (Fifteen centimeter)layers, whenrequired into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth and as directed by the Engineer-in-Charge, including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
2Filling in plinth with approved sand under floors including watering, ramming, consolidating and dressing complete and as directed by the Engineer-in-Charge, including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
3Boulder filling dry handf packed tightly in pllinth area for under flooring complete and as directed by the Engineer-in-Charge, including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
4Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depth of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in Foundation footings, bases of columns and mass concrete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, entire satisfaction and as directed by the Engineer-in-charge.
5Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors roofs, landings as per Architectural drawing and the like floor etc.including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
6Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in beams cantilevers girders lintels sides and soffits of beams haunchings cantilevers bressumers and lintels upto all depths including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
7Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etcetera with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns pillar posts and struts square rectangular polygonal in plan including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
8Providing form work with steel plates of 3.15mm (Three decimal fifteen millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in edges of slab and breaks in floors and walls under any thickness including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level cement concrete 1:4:8 (One cement; four sand; eightgraded broken/crushed stone aggregate 40mm (Forty millimetres) nominal size mechanically mixed and curing complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
10Providing and laying cement concrete 1:6:12 (One cement : Six sand : Twelve graded broken/crushed stone aggregate 40mm (Forty millimetre) nominal size mechanically mixed and curing complete excluding cost of forms work centring, shuttering in foundation and plinth including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design,and as directed by the Engineer-in-charge.
11Providing and laying cement concrete work ofgrade M-25 (M- twenty five) mix design to obtain the minimum crushing strength of 20N/mm2 (Twenty Newton per square millimetre) with cement contents not less than 330 kg (Three hundredthirty kilogram) per cubic meter to give an smooth surfaces mechanically mixed and vibrated including curing complete, excluding the cost of form work and reinforcement for reinforced concrete work in foundation, footings, bases of columns and the like mass concrete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
12Providing and laying cement concrete work of grade M-25 (M-Twenty five) design mix to obtain the minimum comressive strength of 20N/mm2 (Twenty Newton per square millimetre) withcement contents notless than 320 kg (Three hundred twenty kilogram) per cubic metre, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies, beams, girder, bressumers and cantilevers in all depths/thickness upto all floor level as per specifications, approved drawing, design as per entire satisfaction and direction of Engineer-in-charge including carriage of material within all leads, lifts and other incidentals.
13Providing and laying cement concrete work of grade M-20 (M-Twenty) design mix to obtain the minimum compressive strength of 20N/mm2 (Twenty Newton per square millimetre) withcement contentsnot less than 320 kg (Three hundred twenty kilogram) per cubic meter mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars posts and struts in all depth/thickness for all floors heights as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
14Providing Tor steel reinforcement of TATA/Sail/Tisco for reinforced cement concrete work including bending, binding, cutting, straightening and placing in position complete including cost of binding wires complete upto all floor levels as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
15Providing and laying 20 cm (Twenty centimetre) thick composit plain Ashlar Cyclopean stone masonry with stone facing of chisel dressed stones two line dressed in cement mortar 1:6 (One cement : Six sand) and concrete backing with cement concrete 1:3:6 (One cement : Three sand : Six graded stone aggregate 20mm (Twenty millimetre) nominal size on inner face of walls including centring, shuttering and propping complete upto all floor levels as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
16Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints with cement mortar 1:6 (One cement : Six sand) and curing complete upto all floor levels as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
17Providing and fixing second class deodar wood work in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position complete upto all floor levels as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
18Providing and fixing 40mm (forty millimetres) thick second class deodar wood, panelled glazed or panelled and glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws, complete upto all floor levels as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
19Providing and laying Duro stone vetrified tiles IS make 450x450mm/300x300mm (Four hundred fifty into Four hundred fifty / Three hundred into three hundred millimetres) nominal size of approved shade in flooring, treads of steps and landing laid on a bed of 12mm (Twelve millimetres) thick cement mortar 1:3 (One cement : Three sand) and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
20Providing and fixing 0.60mm (Zero decimal Six Zero milimetres) thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating to back coat of polyster of 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks,bolts and nuts 6mm (Six milimetres) diametres with prepainted limpet and rubber washers complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
21Providing and fixing ridges or hips 60cm (Sixty centimetres) overall with 0.60mm (Zero point six zero millimetres) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5(Five) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
22Providing and fixing 60cm (Sixty centimetres) overall with 0.60mm (Zero point six zero millimetres) thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating + back coat of polyster of 5 microns over 5 (Five) microns primer coating including including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia meter & prepainted G.I. limpet & bitumen washers complete with all accessories as required complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
23Steel work welded in built up sections joints channels, angles, tees frame work for ceiling flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters, purlins connected to common rafter and the like complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
24Providing and fixing plain M.S. B.P. sheet 1.66mm to 2mm (One decimal sixty six millimeter to Two milimetres) thick 16 gauge eaves board/facia/soffits/ceiling including cutting, fixing in position complete (frame work is to be measured and paid for separately upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
2515mm (Fifteen milimetres) thick cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
266mm (Six milimetres) thick cement plasters in ceiling with cement mortar 1:3 (One cement: Three sand) for all heights upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
27Applying Birla J.K. white wall care putty over plastered surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters and sand papered smooth to give final matter finish to the surface upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
28Distempering (two or more coats) with acrylic oil bound washable distemper of Nerolac/ Asian or its equivalent of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth.priming coat with distemper primer upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
29Applying priming coat on new concrete/masonry/asbestos cement/plastered surfaces after and including preparing the surface by thoroughly cleaning oil,grease,dirt and other foreign matter and sand papering as required upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
30Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting with ready mixed paint brushing wood primer pink upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
31Painting two coats(excluding coat) on new wood and wood based surface with enamel paint other than white to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand paperingandstoping upto all floor levels complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
32Providing under layer for plinth protection of 75mm (Seventy five milimetres) thick(un-consolidated)bed of dry brick/stone aggregate 40mm (Forty milimetres) nominal sizes well rammed and consolidated and grouted with fine sand including preparation of ground complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
33Providing plinth protection 50mm (Fifty milimetres) thick cement concrete 1:3:6 (One cement: Three sand: Six graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) including finishing the top surfaces of concrete smooth complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
34Providing 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, including 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.). complete and as per specifications, approved drawing, design including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
35Construction course rubble hammer dressed ‘U’ shape open surfaces drain with side wall 15x22cm (Fifteen into twenty two centimetres)in cement mortar 1:6 (One cement : Six sand) and inside plastering with cement plaster 1:3 (One cement : Three sand) including earth work and laying 10cm cement concreter in 1:5:10 (One cement: Five sand: Ten graded) crushed stone aggregate 40mm (Forty millimetres) nominal size and 7.5 cm (Seven point five centimetres) cement concrete 1:2:4(One cement: Two sand: Four graded) crushed stone aggregate 20mm (Twenty millimetres) nominal size and finished with afloating cost of neat cement complete as per standard designcomplete in all respect complete including entire carriage of materialsas per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
36Structural steel work riveted, bolted or welded in built up sections, trusses and framed work in spriral stair case, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per standard design in all respect complete including entire carriage of materialsas per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
37Providing and fixing 19 mm (Nineteen millimetre) thick polished Chima Pink Granite flooring/walls in Treads of steps, risers of steps in combination with black granite as per patterns and details gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm (Twenty millimetre) thick base cement mortar 1:4 (Onecement : Four coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding in single or double layer and polishing to edges to give high gloss finish etc. complete at all level complete including carriage of material within all leads, lifts and other. incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-Charge.
38Providing and fixing cast iron decorative railing of 1.00 mtr (One metre) height Dwarka make or its equivalent fixing with concrete floor/tiles floor compete and as directed by the Engineer-Incharge, including entire carriage of materials within all leads, lifts and other incidentals.
39Second class brick masonry using common burnt clay building bricks in building work upto all floor level in cement mortar 1:6(One cement: Six sand) (with hoop iron) and curing complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
40Wiringfor light/fan point/exhaust fan/call bell with 1.5 sq mm PVC insulated heaat resistant flame retarandt (HRFR) and laow smoke single core (flexible) copper conductor cab;e in surface /recessed steel conduit with modular switch, modular plates, suitable G.I. box and earthing the light point with 1.5sq. mm HRFRLS/PVC insulated single core copper conductor cable as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge. (Group-C).
41Wiring for twin control light point with 1.5sq. mm PVC insulated heat resistant flame retardanr (HRFR) and low smoke single core (flexible) copper conductor cable in surface / recessed steel consuit with 2-way 5/6 amps moudular switch, modular pl;ates suitable G.I. box and earthing the light point with 1.5sq. mm HRFRLS/PVC insulated single core copper conductor cable as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge. (Group-C).
42Wiring for light plug with 2x1.5 Sq. mm PVC insulated heat reistant flame retardanr (HRFR) and low smoke single core (flexible) copper conductor cable in surface / recessed steel conduit along with 1 No. 1.5 Sq mm HRFRLS/PVC insulated single core copper counductor cable for earthing as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
43Wiring for poer plug with 2x4 Sq. mm PVC insulated heat reistant flame retardanr (HRFR) and low smoke single core (flexible) copper conductor cable in surface / recessed steel conduit along with 1 No. 4 Sq mm HRFRLS/PVC insulated single core copper counductor cable for earthing as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
44Wiring for power plug with 2x4 Sq. mm PVC insulated heat reistant flame retardanr (HRFR) and low smoke single core (flexible) copper conductor cable in surface / recessed steel conduit along with 1 No. 4 Sq mm HRFRLS/PVC insulated single core copper counductor cable for earthing as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
45Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface / recessed steel conduit along with 1 No.HRFRLS/PVC insulated single core copper counductor cable for earthing as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
46Supplying and fixing G.I. modular box of (140mmx78mmx50mm) size with modular plate and cover in recess including providing and fixing 5 pin 15/16 amps modular socket oulet and 15/16 amps, modular awitch connections etc as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
47Supplying and erection of 6 amps to 32 amps rating 10 KA breaking capacity, 240 volts, "C" curves miniature circuit breaker of following pole in the existing MVB DB complete with connections etc;as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge. Single Pole Cat-A
48Supplying and erection of 40/50/63 amps rating 10 KA breaking capacity, 240 volts, "C" curves miniature circuit breaker of following pole in the existing MVB DB complete with connections etc;as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge. Double Pole Cat-A
49Supplying and fixing following rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB) having a senstivity current locking arrangement upto 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc; as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge. 40amps Cat-A
50Earthing with G.I. earth plate 500x500x6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc; (but excluding chacoal or coke and salt) etc; as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
51Extra for using salt and chacoal for G.I. of copper plate earth electrode as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
52Supplying nad laying 6 SWG G.I. wire at 0.50 mtrs below ground level of earth electrode conductore including soldering etc; as required necessary fitting including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
53Providing and fixing of lightning conductor final,. Made of 25 mm dia 300mm long copper tube, having single prong at top with 85mm dia 3mm thick copper base plate including holes etc; as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
54Providing and fixing lightning conductor final, made of 25mm dia 300mm long copper/G.I. tube having single prong at top as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
55Supplying and fixing copper tape 20x3mm thick on parapet of surface of wall for lightning conductor as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge. (for vertical run).
56Supplying and fixing copper tape 20x3mm thick on parapet of surface of wall for lightning conductor as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge. (for horizontal run).
57Providing and fixing LED 10 watt Facade light up lighter up and down lighter make Changi (Cat No. 676/K-lite) of facade light with mounting base of following rating with pressure die-cast aluminium housing with high power LEDs diffuse to aviod glaire, pre - wired with starter trigger circuit, surge protecion circuilt lumen output of 100 lirrens per watt complete with all accessories including making connections testing and commissioning etc; as required in all respect as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge
58Providing and fixing 6 watts LED Base light, surafce mounting luminaire Jaguar (Cat No.LNVE02S006SW) powder cated with CRCA sheet steel housing diffuser to avoid glairepre - wired with starter trigger circuit, surge protecion circuilt lumen output of 100 lirrens per watt complete with all accessories including making connections testing and commissioning etc; as required in all respect as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge
59Providing and fixing land scape liminaires 1x45 watts make K-Lite (Cat NO. 7054 Jaguar with LED driver having surge protection circuit of 6 KW upto 45 watts with lumen output of 100 lumens per watt complete with all acccessories, connections, testing and commissioning etc as required necessary fitting complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge
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