Selection of Contractor for Development of Smart Roads and Underground Ducting Including Utility Shifting of Power lines in ABD area Under Smart City Mission (KRFB Roads under Phase 3- Package 3) in Thiruvananthapuram

Amount

PART A - CIVIL WORKS - STORM WATER DRAINS

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

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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means

Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre

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

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.

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

Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)

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

Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

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.For pipes 100 to 250 mm diameter

Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20

PART A - CIVIL WORKS - UNDER GROUND DUCTING OF UTILITIES

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.

Providing & laying in existing trench HDPE Power Duct of OD 160mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs. The outer layer shall be made of HDPE material in red colour, middle layer shall be made of HDPE in translucent (natural) and the inner ribbed layer of solid permanent lubricant (PLB) i.e. Silicore.The inner surface of the multi channel ducts shall be straight ribbed & shall be of a configuration for faster installation of cables. 100% virgin HDPE raw material shall be used. No regrind shall be used and the duct shall be sourced from ISO 9001,14001,18001 and ISRS audited manufacturer only.One coupler every 12 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 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 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.The rate is inclusive of required specials and fittings wherever necessarylaying should be as per design drawing technical specifications and directions of Engineer in charge

Providing & laying in existing trench HDPE Power Duct of OD 225mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs.One coupler every 12 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 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so asto prevent any ingress of water/dirt etc.The rate is inclusive of required specials and fittings wherever necessary laying should be as per design drawing technical specifications and directions of Engineer In charge.

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 3m)

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.

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

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.

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.

PART A - CIVIL WORKS -ROAD & JUNCTION IMPROVEMENT

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

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

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

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.

Providing and laying White Topping as per IRC:SP76-2008 over bituminous surface (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DBM to correct surface profile and to be paid separately) with unreinforced M-40 grade pavement quality concrete (PQC) using 43 grade OPC at 420Kg/cum coarse aggregate, fine aggregate admixture confirming to IS:91031999 (R-2008), Poly propelene synthetic fibres as per ASTM (1116) such as polyester/polythene/polypropylene at 4.5 Kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modules of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher with electronic Sensor, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting to a depth of 1/3 of the slab depth and of width 3-5 mm as per design including the cost of filling the joint with joint sealent as per IRC -15 (groove cutting shall be 1.25m x 1.25m grid) including cost of all material, side form work, labour and HOM of machineries etc.complete as per specifications..

Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

PART A - CIVIL WORKS -FOOTPATH

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.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer 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

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-inCharge.

PART A - CIVIL WORKS -WAY FINDING SIGNAGE & MARKERS

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width

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.

Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :

Providing and fixing of median marker Providing and fixing of median marker made of tough, high impact resistant, injection-molded, thermoplastic body having a mnimum Notched Izod Impact strength value of 600J/m at room temperature, when tested accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerted weathering for 1000hrs as per ASTM G155 or UL 746C. The Median marker shall have, fluorescent yellow color retro-reflective sheeting min 10cmx10cm/10cm dia size with reflectivity values as per IRC:67 and ASTM D4956 type XI specifications , edge protected with no exposed edges to prevent edge lifting, vandalism, sheeting damage, etc. and fixed by a combination of epoxy adhesive and anchoring

Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801. 300 mm x 900 mm

PART A - CIVIL WORKS - Operation and Maintanance

Maintanance charges of Landscaping per month for First Year

Maintanance charges of Landscaping per month for Second Year

Maintanance charges of Landscaping per month for Third Year

Maintanance charges of Landscaping per month for Fourth Year

Maintanance charges of Landscaping per month for Fifth Year

Maintanance charges of road works and other components except landscaping per month for Fourth Year

Maintanance charges of road works and other components except landscaping per month for Fifth Year

PART B - UTILITY SHIFTING - WATER SUPPLY LINES

Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia.(As per KWA Data Item No 100.98.119).

Testing 300mm DI/CI pipeline with potable water to the required test pressure.<br>300 mm dia<br>Observed Data derived from item no.1023 of PHED DATA(As per KWA data-100.35.5)

Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :<br>300 mm dia Ductile Iron Class K-9 Pipes<br>Data derived from 18.72.19 in DAR (As per KWA Data 100.14.5)

Supply of Solid block of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979.

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).<br>20 mm nominal outer dia pipes.(As per KWA Data-100.9.1)

Supply of 20mm ASTM Pipe.Rate inclusive of all specials (Data from KWA)

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 I<br>Data derived from item no.18.31.1.1of DAR(As per KWA Data-100.31.1.2)

Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.(Data as Per KWA Data-100.98.458)

Engaging Coolie for Contrilling Valves (From KWA Data-100.98.1008).

Engaging Fitter ( grade 1)(From KWA Data-100.98.1009)

FIXING AIR TRAP PARREL TO THE CONNECTION (Rate as per the data from KWA)

Supply of CIR JOINTS-160mm(Data as per KWA)

INTER CONNECTION FOR THE BRANCH LINES USING SUITABLE TEE AND SPECIALS (Rate as per date from KWA)

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).

PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES -MATERIAL

Supply of 500kVA totally enclosed, outdoor dry type CSS with CCCT RMU with 6 nos outgoing on LT side. Make: Subjected to approval from KSEB./KRFB/SCTL

Supply of 250 kva CSS totally enclosed outdoor dry type unit with CCCT Rmu with 6 nos outgoing on LT side<br>Make: Subjected to approval from KSEB/KRFB/SCTL

Supply of 315kva css totally enclosed outdoor dry type unit with CCCT Rmu with 6 nos outgoing on LT side<br>Make: Subjected to approval from KSEB/KRFB/SCTL

Supply, installation testing and commissioning of Smart cable guard/ cable fault detection system, including the supply of hardware and annual subscribtion for monitoring for 1 year

Charges for Smart Cable Gaurd monitoring service(after 1st year)

Supply of Metallic feeder pillar box with 300 amp LB SW on both ends 15 nos of O/G terminals (1ph)with SFU for giving service connections (16amp to 63amp as per requirement).provision for cable entry on both sides, cable connecting facilities, phase indicators, voltmeter and ammeter, danger labeling, etcMake approval subjected to KSEB/SCTL/KRFB

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 63amp as per requirement).provision for cable entry on both sides,cable connecting facilities, phase indicators,volt meter and ammeter,danger labeling etc<br>Make: Subjected to approval from KSEBMake approval subjected to KSEB/SCTL/KRFB

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 2x4 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 6 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes<br>3.5 x 10 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 25 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 50 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 150 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 185 sq.mm

Supply of one number Aluminium armoured XPLE HT cable of the following sizes as required<br>3 x 150 sq.mm

Supply of one number Aluminium armoured XPLE HT cable of the following sizes as required 3 x 300 sq.mm

Supply of Cable Joint Kit ( 3x300 sq mm –Straight)

Supply of Cable Joint Kit ( 3x300 sq mm – End )

Supply of Cable Joint Kit (3x150 sq mm – Straight )

Supply of Cable Joint Kit ( 3x150 sq mm – End )

Supply of one number PVC insulated single-core copper conductor cable of the following size 2.5 sq.mm

Supply of one number PVC insulated single-core copper conductor cable of the following size 4 sq.mm

Supply of one number PVC insulated single-core copper conductor cable of the following size 6 sq.mm

Supply of 20mm PVC pipe

Supply of 20mm PVC bend, metal saddles, etc

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 32mm dia (suitable for cable sizes 3.5x6 & 2x4 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 40mm dia (suitable for cable sizes 3.5x25/10 sq.mm)

Supplyof following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 60mm dia ( suitable for cable sizes 3.5 x 50 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 70mm dia ( suitable for cable sizes 3.5 x 150 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 90mm dia( suitable for cable sizes 3.5 x 185 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 110mm dia ( suitable for cable sizes 3 x 300 sq.mm )

Provision for feeder pillar earthing (earth pipes, gi wires/plates, earthing Chemicals)

Provision for LT Cable Gland ( various sizes )

Provision clamping Cable in duct ( sizes )

Supply of Nuts and bolts (Various sizes)

Supply of 1Ph dust & vermin proof and weatherproof FRP meter box with 16 Amps cut out fuse and neutral link

Supply of 3Ph dust & vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link

Supply of 3Ph CT dust & vermin proof and weatherproof FRP meter box with 32 Amps cut out fuse and neutral link

Supply of 1.5mtr earth pipe for meter box earthing

Supply of 10SWG Copper earth wire

Provision for Transformer earthing using molecularly bonded copper of 99.9% purity on low carbon steel of length 3m, 20mm dia, along with earth enhancing mineral compound.

PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES - LABOUR

Provision for loading, unloading, and transportation of the materials (For all suppply of materials mentioned in BOQ from Item No. 10.01 to 10.47)

Cost of construction of foundation fixing anchor plates & commissioning of CSS type 315/ 500 KVA, transformer, earthing, cable mounting, and termination,pre-commissioning tests, etc

Cost of construction of foundation fixing anchor plates & commissioning of CSS type 250 KVA, transformer ,earthing,cable mounting,and termination,precommissioning tests etc

Laying of one number armoured aluminium power cable of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 150 sq mm(LT)/ 3 x 150 sq.mm(HT)

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

Laying of one number armoured aluminium power cable of 11KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3 x 300 sq mm

Excavation of cable trench in all classes of soil and backfilling of the trench after laying cable (3x300mm sq)

Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock) (3x300mm sq)

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)

Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock)(3.5x120mm sq) , (3.5x150mm sq), (3.5x185mm sq)

Digging and laying LT 3.5 x 50 sq mm cable including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the directions of engineer in charge.

Digging and laying LT 3.5 x 25/ 3.5 x 10 sq mm cable including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.

Digging and Laying LT cable 3.5x6 sq mm (Three-phase service connection & Street light) including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.

Digging and Laying LT cable 2x4 sq mm (Single-phase service connection) including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge

Charges for erection of feeder pillar Box (15 nos outgoings) including Plinth and earthing

Charges for giving street light connection

Charges for the erection of feeder pillar box (24 nos outgoings) including Plinth and earthing

Charges for doing straight joint on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm.

Charges for doing one cable end termination on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm.

Shifting of single phase connection on newly erected meter box, including erection of meter box, earthing, wiring up to DB and other connections

Shifting of three-phase wp service connection on newly erected meter box, including erection of box, earthing, wiring up to DB and other connections

Charges for demolishing existing transformer plinth and clearing the debris

Charges for rearranging existing RMUs after disconnecting couplers, earthing, cable connections, etc

Charges for providing temporary supply arrangements by using spare transformer or existing transformer connecting all HT and LT cables, constructing temporary plinth, including transportation of transformer, etc

Charges for dismantling existing RMUS after disconnecting couplers, earthing, cable connections, etc including transportation up to 4 km

Charges for sdismantling existing transformer,distribution boxesand transportation to store