Smart City Thiruvananthapuram Limited Tender
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Smart City Thiruvananthapuram Limited Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Sep 2023
Closing Date23 Sep 2023
Tender Amount₹ 1,66,77,152
Costs
EMD
₹ 50,000Document Cost
₹ 6,505Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SCTLT_552621_5Bid Award Id
ViewTender No
SCTL/PRJ/210/2019/M(MM/RFP29Tender Authority
Smart City Thiruvananthapuram Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
Special Instruction Electrical
BOQ Items
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Manual Means - (Depth upto 3 M)
19.21
-
-
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.
19.21
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
157.51
-
-
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
15.75
-
-
STORM WATER DRAINS (DSR)
-
-
-
Providing and fixing DI grating of size 450mm x 200mm for road gully chamber having minimum 25Kg weight (Heavy Duty) etc. complete as per design & drawings.
5
-
-
UNDERGROUND DUCTING OF UTILITIES (MORTH)
-
-
-
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
85.88
-
-
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Manual Means - (Depth upto 3 M)
1116.44
-
-
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.
58.76
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump
375.16
-
-
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
37.52
-
-
Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The outer layer colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation, middle layer shall be transluscent and the inner layer shall be having permanently lubricated lining of Silicore . Outer sheath thickness shall be 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be straight ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm 0.3mm. Seven couplers every 100 meter for duct jointing shall be provided. The coupler shall be used to join two HDPE pipes. It should either snap fit or Split type. The jointing shall meet the air pressure test of 15 Kg/cm2 for a minimum period of 2 hours. 14 End Plugs every 100 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so as to prevent any ingress of water/dirt etc. testing and commissioning. The rate is inclusive of required specials and fittings wherever necessary. ISO Requirements- ISO 9001, 14001, 18001 as per design drawing technical specifications and directions of Engineer in charge
904
-
-
UNDERGROUND DUCTING OF UTILITIES (MORTH)
-
-
-
Steel work for purlin/single section with G I pipes 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
1050
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
10
-
-
Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design
2
-
-
Based on D.S.R-19.19.4.1-Supplying and fixing SFRC Circular shape 560 mm dia precast R.C.C. manhole cover(Extra Heavy Duty) with frame - EHD - 35 to existing manhole cover slab including necessary fixing charges labour etc. complete.br
6
-
-
ROAD AND JUNCTION IMPROVEMENT
-
-
-
Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material
120
-
-
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
15
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
25
-
-
Based on MORTH Item No.2.4.2.A - Extra for additional lead of every 1 Km part thereof for disposal of dismantled waste material by mechanical transport to approved municipal waste dumping yard,as per the direction of Engineer In-charge
40
-
-
Construction of granular sub-base by providing 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 Grading-I - Plant Mix Method
211.2
-
-
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
211.2
-
-
Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
70.4
-
-
Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading -II (13.2 mm Nominal size).
42.24
-
-
Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
2816
-
-
Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
1408
-
-
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
45
-
-
Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately.
2
-
-
WAY FINDING AND SIGNAGES
-
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
67.8
-
-
CONDUIT DUCTING (DSR ELE)
-
-
-
Supplying and laying of following size owe HDPE pipe .lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.63 mm· dia (OD-63 mm & ID-51 mm nominal)
300
-
-
Supplying and laying of following size owe HDPE pipe .lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.120 mm dia (OD-120 mm & ID-103 mm nominal)
290
-
-
ADDITIONAL ITEM
-
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
150
-
-
Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
1
-
-
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
200
-
-
UTILITY SHIFTING ESTIMATE OF KWA WATER SUPPLY LINES
-
-
-
Supply of PVC Pipe, 8kg/cm2, 90mm Dia conforming to IS 4985:2000 Including all Specials.(KWA Data-100.98.223)
40
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).90 mm nominal outer dia pipes."
40
-
-
Supply of PVC Pipe, 8kg/cm2, 110mm Dia Including all specials, conforming to IS 4985:2000.(KWA Data-100.98.224)br
270
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).110 mm nominal outer dia pipes.(From KWA Data-100.9.11)
270
-
-
Boring RCC slab above 8cm and upto 10cm thick for providing pipes or fittings of size 80 to 100mm and rectifying slab with cement concrete 1:2:4 using 20mm broken stone and finishing the top and bottom with cement mortar after placing the pipe or fittings.brNEW DATA (Prepared based onbrPHED SDB Vol II - Item No.1063)(As per KWA Data 100.41.26)
5
-
-
Inter connection to the branch lines from newly laid PVC main lines
5
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.(KWA Data-100.98.457)
2
-
-
"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I"Observed Data derived from item no.18.31.of DAR(KWA Data-100.31.1.1)
2
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.(As per KWA Data-100.98.482).
3
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class IbrData derived from item no.18.31.1.1of DAR(As per KWA Data-100.31.1.2)
3
-
-
Supply of 560mm dia CI MH cover with frame.(Data as per KWA)
5
-
-
Fabricating MS flanges of diameter 100 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.(Data as per KWA Data-100.37.5.2)
12
-
-
Supply of Solid block of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979.
0.3
-
-
Engaging Coolie for Controlling Valves (From KWA Data-100.98.1008)
5
-
-
Engaging Assistant Fitter or 2nd Class fitter(As per KWA Data-100.98.1010).
7
-
-
Engaging Fitter ( grade 1) for giving Interconnection and Rectification of leak during Works (From KWA Data-100.98.1009)
5
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).br20 mm nominal outer dia pipes.(As per KWA Data-100.9.1)
220
-
-
Providing New/Alteration of house connection from the existing main including earth work excavation,supplying and fitting suitable saddle piece,supplying and fitting 20 mm brass ferrule1 no,20 mm GM full way wheel valve 1no,bend 1no union 1no etc. and connecting the newly laid main,testing the joints etc complete but excluding cost of pipe.(Data as per the data from KWA).
37
-
-
Disconnecting water connection from service mains along Asphalt road without causing any damage to the existing line including charges of earth work excavation in all kinds of soil for exposing connection point including tar cutting / conrete cutting, making the disconnection point water tight charging and testing to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other existing utilities, including the charges of hire for tools and plant, conveyance of tools and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of materials and as per the direction of departmental officers etc. complete.(KWA Data-100.51.3).
5
-
-
od250528/2019_2020
Supply and Conveying 20mm ASTM Pipe, conforming to IS 4985:2000(Rate as per date from KWA).
220
-
-
ADDITIONAL ITEMS-WATER SUPPLY LINES
-
-
-
Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms,
depth upto 1.5 m, including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering,
etc. and disposing of surplus excavated soil as directed, within a lead
of 50 m :
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia
DSR 2.10.1.2
186
-
-
Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
80
-
-
UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES-MATERIAL
-
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-
Supply of Metallic feeder pillar box with 300 amp LB SW on both ends 24 nos of O/G terminals (1ph)with SFU for giving service connections (16amp to 62amp as per requirement).provision for cable entry on both sides, cable connecting facilities, phase indicators, volt meter and ammeter, danger labeling etc Make: Subjected to approval from KSEB
3
-
-
Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 2x4 sq.mm
100
-
-
Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5x6 sq.mm
1454
-
-
Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 185 sq.mm
50
-
-
Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 150 sq.mm
500
-
-
Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 25 sq.mm
10
-
-
Supply of one number PVC insulated single-core copper conductor cable of the following size 2.5 sq.mm
336
-
-
Supply of one number PVC insulated single-core copper conductor cable of the following size 4 sq.mm
96
-
-
Supply of one number PVC insulated single-core copper conductor cable of the following size 6 sq.mm
100
-
-
Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 32mm dia
50
-
-
Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 40mm dia
1400
-
-
Supplyof following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 60mm dia
100
-
-
Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 90mm dia
50
-
-
Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 110mm dia
100
-
-
Provision for feeder pillar earthing (earth pipes, gi wires/plates, earthing Chemicals)
6
-
-
Supply of 1Ph dust & vermin proof and weatherproof FRP meter box with 16 Amps cut out fuse and neutral link
28
-
-
Supply of 3Ph dust & vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link
4
-
-
Supply of 3Ph CT dust & vermin proof and weatherproof FRP meter box with 32 Amps cut out fuse and neutral link
1
-
-
Supply of 1.5mtr earth pipe for meter box earthing
33
-
-
Supply of 10SWG Copper earth wire
2
-
-
Supply of LT heat shrink straight jointing kit suitable for cables of size 6 sq.mm to 16 sq.mm.
1
-
-
Supply of LT heat shrink straight jointing kit suitable for cables of size 70 sq.mm to 120 sq.mm.
1
-
-
Supply of LT heat shrink straight jointing kit suitable for cables of size 150sq.mm to 240 sq.mm.
1
-
-
UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES-LABOUR
-
-
-
Laying of one number armoured aluminium power cable of 1.1KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 150 / 3 x 150 sq mm.
500
-
-
Laying of one number armoured aluminium power cable of 1.1KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 185 sq mm
50
-
-
Excavation of cable trench in all classes of soil and backfilling of the trench after laying cable (3.5x120mm sq), (3.5x150mm sq), (3.5x185mm sq)
50
-
-
Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock)(3.5x120mm sq) , (3.5x150mm sq), (3.5x185mm sq)
50
-
-
Digging and laying LT 3.5 x 25 sq mm cable including providing HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.
100
-
-
Digging and Laying LT cable 3.5x6 sq mm (Three-phase service connection & Street light) including providing HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.
1454
-
-
Digging and Laying LT cable 2x4 sq mm (Single-phase service connection) including providing HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge
100
-
-
Charges for giving street light connection
9
-
-
Charges for the erection of feeder pillar box (24 nos outgoings) including Plinth and earthing
3
-
-
Shifting of single phase connection on newly erected meter box, including erection of meter box, earthing, wiring up to DB and other connections
28
-
-
Shifting of three-phase wp service connection on newly erected meter box, including erection of box, earthing, wiring up to DB and other connections
4
-
-
Surveying the cable route, Collecting consumers data, measuring cable length to consumers, Pole var details collection, Pillar box and Distribution box marking, preparing Sketch etc.
1
-
-
Doing straight joint on cables of sizes beyond 3.5x6 sqmm and upto and incl. 3.5x16 sq mm using the cable jointing kit
1
-
-
Doing straight joint on cables of sizes beyond 3.5x70 sqmm and upto and incl. 3.5x120sq mm using the cable jointing kit
1
-
-
Doing straight joint on cables of sizes beyond 3.5x150 sqmm and upto and incl. 3.5x240 sq mm using the cable jointing kit
1
-
-
UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES-ADDITIONAL ITEMS
-
-
-
Supply and fixing of 20mm size of medium class PVC conduit along with accessories in surface / resess including cutting the wall and making good the same in case of recessed conduit as required.
198
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
36
-
-
Supply, Installation, Testing and commissioning of LED steet light with output 120 lumen/W ,3000-6000 K with IP 66 protection, total output of 8000 lumen above LED Chip make Cree/Lumilled/Nichea with power factor 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD 10%, power factor 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
9
-
-
Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mm base plate dimensions of 200x200x12 mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc. complete 6 Meters
9
-
-
Supplying and laying of following size HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required 160 mm dia (OD-160 mm & ID-135 mm nominal
100
-
-
Supplying,installation,testing and commissioning of Astronomical time switch capable of following output in feeder pillars I Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.
1 output per phase and suitable for single phase supply
2
-
-
OPERATION AND MAINTENANCE
-
-
-
Maintenance charges of road work and other components except land scaping per month for fourth year
12
-
-
Maintenance charges of road work and other components except land scaping per month for fifth year
12
-
-
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