Construction of underpass Road and Flyover Bridge between Matkuria to Ara more within Dhanbad Nagar Nigam. (Length 3.25 km)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 600 mm to 900 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means,in area of light Jungle

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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),(including royality @Rs.27.48 per cum but excluding the cost of watering ,rolling and compaction) Ordinary soil

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with vibratory rollar

Construction of Embankment with Material Deposited at site from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Rolling with vibratory roller

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) Rolling with vibratory roller

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (Grading-1 matarial)

Wet Mix Macadam (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.) With Vibratory Roller

Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix 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 19mm nominal size ) VG-30 Bulk

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) VG-30 bulk (ii) for Grading-II (10 mm nominal size)

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) using concrete batching and mixing plant

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 cm x 60cm rectangular

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 45 cm rectangular

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm Circular

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm high octagonal

Painting two coat on new concrete surface Surfaces (Painting two coat after filling the surface with synthetic enamel paint in all shades of new plastered concrete surfaces)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 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.)

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 20 grade concrete

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) By Mechanical Means Upto Depth upto 3 m Depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 (using concrete mixer)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 (using concrete mixer)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 (using concrete mixer)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 (using concrete mixer)

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

Pile load test on single vertical pile in accordance with IS:2911(Part-IV)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification, RCC Grade M30,Using Concrete mixer

Levelling Course for Pile cap

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

12MM Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M30 Height upto 5m,Using Concrete Mixer

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC grade M20 Using Concrete Mixer

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M25 Height upto 5m,Using B.Plant

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 using concrete mixer

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30

Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications R.C.C. M40 - Using B.P (for Friction slab of Reinforced Earth Wall)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% of cost of concrete ) PSC Grade M-50 /Height 5-10m (Including cost for launching and other necessary accessories but Excluding cost of railing )

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications(a)Stone/Boulder

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Providing structural steel Girder and it components including cost of fabricating to shape and size with cost of all materials,labour,tools and plants,all taxes,handling materials at site and incidental charges,all complete job as per design/drawing and technical specification and MORT&H specifications clauses and other relevant clauses and direction of E/I

Providing Confirmatory Boring with all accessaries ,transportation ,etc all complete as per direction of E/I

Providing and using elastic form liner,moulds along with axillary products such as release agents,stop of paste ,repair kit,adhesive etc RECKLI or equivalent to be provided for shuttering for texture to be provided on pier and crash barrier as per drawings and speicifications as per satisfaction of E/I

Laying of reinforced earth wall in position with all accessories ,labour ,equipment ,transportation etc all complete job as per specification and direction of Engineer.

Numbring ang writing the culvert No and other details as per specification of IRC ..all complete job

Providing Tarphelt cushion under the deck slab of culvrt..all complete Job as per specification and direction of E/I

Providing 150mm thick flat snone in 300mm concrete M-15 PCCin floor apron as per Standard drawing of IRC and direction of E/I

Providing and laying precast glazed tiles of reputed brand Kazaria ,Orient bell ,Jonson etc all complete as per specification and direction of Engineer.

Shoring with Z setion MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement comp[lete in all respect and removal of sheet piles after completion of work as directed by E/I (Payment will be made as per actual driven length of pile))

Supply and installation of the Aluminium noise barrier with supporting structure made from steel ..all complete as per specification and direction of E/I(The support structure shall be made from parallel flange steel columns welded with base plate of suitable size as per design calculation ,the entire structure shall be hot dip galvanised .The support structure shall be in accordance to IS 875 part 3 .The supporty structure shall be painted with two coat of red oxide and two coats of spray paint. The metal noise barrier panels shall be made from aluminium sheet of 1.2mm thickness from the back side and 1mm perforated sheet from the front side or the traffic facing side ,hole dia of the perforation shall be 5mm and shall cover around 65-70% of the area for the absorption of the traffic noise,panel thickness shall be 100mm and the panel cavity shall be filled ith water repellent ,vermin proof fire retardant Rockwool absorbers of 96kg/cum density .Panel should be powder coated with disered colour.

Providing M S Grating in drainage holes made with M S Flat 12x6mm @ 25mm c/c bothways ….... All compllete job as per specification and direction of E/I.

Providing and applying two coat of ready mix paint of approved brand on steel surface over a coat of primer after cleaning of surface as per specification and direction of E/I.

Providing and maintaining of hard top passanger vehicle Innova for use by Engineers as per direction of E/I (Maximum 3000km per month (3 Nos for 3.0 Years )

Water supply works:- Earth work in excavation (As per I.S. 3114/1965) for laying of different types and sizes pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial dead and lift as per specification and direction of Engineer-in-Charge (for calssification of soil item-B) 70%

Earth work in excavation (As per I.S. 3114/1965) for laying of different types and sizes pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial dead and lift as per specification and direction of Engineer-in-Charge (for calssification of soil item-C) 30%

Supplying all labours, tools, tackles, lubricant etc. for laying and jointing D.I K-9/D.I K-7 pipe in trenches, supplying rubber gasket (Rubber gasket conforming to ISS 9523) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (pipe to be supplied deartmentally free of cost) and laying of pipe is to be done as per ISS 3114:1985 as per design specification and direction of E/I. (D.I. K-9 & K-7) (100 m)

Supplying all labours, tools, tackles, lubricant etc. for laying and jointing D.I K-9/D.I K-7 pipe in trenches, supplying rubber gasket (Rubber gasket conforming to ISS 9523) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (pipe to be supplied deartmentally free of cost) and laying of pipe is to be done as per ISS 3114:1985 as per design specification and direction of E/I. (D.I. K-9 & K-7) (150 m)

Supplying all labours, tools, tackles, lubricant etc. for laying and jointing D.I K-9/D.I K-7 pipe in trenches, supplying rubber gasket (Rubber gasket conforming to ISS 9523) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (pipe to be supplied deartmentally free of cost) and laying of pipe is to be done as per ISS 3114:1985 as per design specification and direction of E/I. (D.I. K-9 & K-7) (200 m)

Supplying all labours, tools, tackles, lubricant etc. for laying and jointing D.I K-9/D.I K-7 pipe in trenches, supplying rubber gasket (Rubber gasket conforming to ISS 9523) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (pipe to be supplied deartmentally free of cost) and laying of pipe is to be done as per ISS 3114:1985 as per design specification and direction of E/I. (D.I. K-9 & K-7) (250 m)

Supplying all labours, tools, tackles, lubricant etc. for laying and jointing D.I K-9/D.I K-7 pipe in trenches, supplying rubber gasket (Rubber gasket conforming to ISS 9523) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (pipe to be supplied deartmentally free of cost) and laying of pipe is to be done as per ISS 3114:1985 as per design specification and direction of E/I. (D.I. K-9 & K-7) (300 m)

Supplying all labours, tools, tackles, lubricant etc. for laying and jointing D.I K-9/D.I K-7 pipe in trenches, supplying rubber gasket (Rubber gasket conforming to ISS 9523) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (pipe to be supplied deartmentally free of cost) and laying of pipe is to be done as per ISS 3114:1985 as per design specification and direction of E/I. (D.I. K-9 & K-7) (350 m)

Supplying all labours, tools, tackles, lubricant etc. for laying and jointing D.I K-9/D.I K-7 pipe in trenches, supplying rubber gasket (Rubber gasket conforming to ISS 9523) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (pipe to be supplied deartmentally free of cost) and laying of pipe is to be done as per ISS 3114:1985 as per design specification and direction of E/I. (D.I. K-9 & K-7) (400 m)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to 8329/2000 in standard lengths of class K-9/K-7 suitable for push on joinr(rubber gasket joining) with cement morter lining for inside surface and outside zinc coating with bituminous paint including all other taxes insurance, stacking including inspection charges of DGS&D/SGS and sales tax all complete including carraiage up to 300 km. (Rising Mains -D.I. K-9) (350mm)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to 8329/2000 in standard lengths of class K-9/K-7 suitable for push on joinr(rubber gasket joining) with cement morter lining for inside surface and outside zinc coating with bituminous paint including all other taxes insurance, stacking including inspection charges of DGS&D/SGS and sales tax all complete including carraiage up to 300 km. (Rising Mains -D.I. K-9) (400mm)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to 8329/2000 in standard lengths of class K-9/K-7 suitable for push on joinr(rubber gasket joining) with cement morter lining for inside surface and outside zinc coating with bituminous paint including all other taxes insurance, stacking including inspection charges of DGS&D/SGS and sales tax all complete including carraiage up to 300 km.Distribution Mains -D.I. K-7 (100mm)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to 8329/2000 in standard lengths of class K-9/K-7 suitable for push on joinr(rubber gasket joining) with cement morter lining for inside surface and outside zinc coating with bituminous paint including all other taxes insurance, stacking including inspection charges of DGS&D/SGS and sales tax all complete including carraiage up to 300 km.(Distribution Mains -D.I. K-7) (150mm)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to 8329/2000 in standard lengths of class K-9/K-7 suitable for push on joinr(rubber gasket joining) with cement morter lining for inside surface and outside zinc coating with bituminous paint including all other taxes insurance, stacking including inspection charges of DGS&D/SGS and sales tax all complete including carraiage up to 300 km.(Distribution Mains -D.I. K-7) (200mm)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to 8329/2000 in standard lengths of class K-9/K-7 suitable for push on joinr(rubber gasket joining) with cement morter lining for inside surface and outside zinc coating with bituminous paint including all other taxes insurance, stacking including inspection charges of DGS&D/SGS and sales tax all complete including carraiage up to 300 km.(Distribution Mains -D.I. K-7 ) (250mm)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to 8329/2000 in standard lengths of class K-9/K-7 suitable for push on joinr(rubber gasket joining) with cement morter lining for inside surface and outside zinc coating with bituminous paint including all other taxes insurance, stacking including inspection charges of DGS&D/SGS and sales tax all complete including carraiage up to 300 km. (Distribution Mains -D.I. K-7) (300mm)

Earth work in back filling the trenches after laying different types and size of pipes with earth removed duing excavation within initial lead and lift as per specification and direction of engineer-in-Charge. (for calssification of soil item- A & B) (80% of E/W)

Providing Supplying and laying , erecting connecting double flanged short body pattern type manually operated Sluice Valve/Scour valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming to BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C.C foundation/structural steel support confirming to IS 13095-1991, (DI specials if required will be paid seperately) including laying & jointing etc. all complete, without bypass arrangement and PN-1.6 without E.D. 200 mm D.I Air valve (Double Ball Flanged type) (MJP Section-I 7B page 131)

Providing and supplying D.I. specials of class K-12, like branc, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) confirming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminus paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D / SGS and sales tax all complete.(Rising main D1 K-9 / 350mm)

Providing and supplying D.I. specials of class K-12, like branc, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) confirming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminus paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D / SGS and sales tax all complete. (Rising main D1 K-9 / 400mm)

Providing and supplying D.I. specials of class K-12, like branc, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) confirming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminus paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D / SGS and sales tax all complete. (Distribution main D1 K-7 / 100mm)

Providing and supplying D.I. specials of class K-12, like branc, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) confirming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminus paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D / SGS and sales tax all complete. (Distribution main D1 K-7 / 150mm)

Providing and supplying D.I. specials of class K-12, like branc, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) confirming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminus paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D / SGS and sales tax all complete. (Distribution main D1 K-7 / 200mm)

Providing and supplying D.I. specials of class K-12, like branc, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) confirming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminus paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D / SGS and sales tax all complete.(Distribution main D1 K-7 / 250mm)

Providing and supplying D.I. specials of class K-12, like branc, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) confirming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminus paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D / SGS and sales tax all complete. (Distribution main D1 K-7 / 300mm)

Labour charge for one cutting of ductile iron pipe and special including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I (100mm)

Labour charge for one cutting of ductile iron pipe and special including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I (150mm)

Labour charge for one cutting of ductile iron pipe and special including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I (200mm)

Labour charge for one cutting of ductile iron pipe and special including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I (250mm)

Labour charge for one cutting of ductile iron pipe and special including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I (300mm)

Labour charge for one cutting of ductile iron pipe and special including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I (350mm)

Labour charge for one cutting of ductile iron pipe and special including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I (400mm)

Installation of product pipe by Guided Auqer Boring method including making of entry & exit pits, all related civil carries like excavation shoring / strutting etc. shielded excavation through auqer boring process lowering of pipe up to 300 mm dia segments in the jacking pit, laying and jointing of product pipe line through jacking process from the parking pit & restoration of site after projects completion as per the instructions of the E/I (upto 300 mm dia (in hard soil)

Supplying all materials, labours, tools and equipment and constructing RCC chamber of 1.5M x 1.20M x 1.5M inner size having over 150mm P.C.C M-150, laid over one brick flat soling on 100mm local sand filling, including 12mm, thick cement plaster with punning of inner surface and exposed surface of B/W in C.M (1:6) and RCC M-150 cover slab 150mm thick with 20mm to 6 mm graded stone chips, and clean coarse sand of F.M 2.5 to 3 including providing Cl surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing,estimate & specification and direction of E/I.

Supplying tools, labours and cutting road for laying of pipes of different size and restoring the same as per specification and direction of E/I. A) pucca road (except black top only taken out materials to be used) for cutting road as per requirement and making good the same (800x1.0)

Supplying tools and tackles for testing of laid D.I. pressure pipe up to 60 m head of water all complete as per specification and direction of engineer-in-charge (100m)

Supplying tools and tackles for testing of laid D.I. pressure pipe up to 60 m head of water all complete as per specification and direction of engineer-in-charge (150m)

Supplying tools and tackles for testing of laid D.I. pressure pipe up to 60 m head of water all complete as per specification and direction of engineer-in-charge (200m)

Supplying tools and tackles for testing of laid D.I. pressure pipe up to 60 m head of water all complete as per specification and direction of engineer-in-charge (250m)

Supplying tools and tackles for testing of laid D.I. pressure pipe up to 60 m head of water all complete as per specification and direction of engineer-in-charge (300m)

Supplying tools and tackles for testing of laid D.I. pressure pipe up to 60 m head of water all complete as per specification and direction of engineer-in-charge (350m)

Supplying tools and tackles for testing of laid D.I. pressure pipe up to 60 m head of water all complete as per specification and direction of engineer-in-charge (400m)

Electrical worl (Street light):- Supplying and fixing 11 mtr height octagonal Hot-Dip galvanized pole (BOP- 1131) with top dia 70mm, bottom dia 175mm & made of 3 mm thick sheet, base plate dimensions 275 x 275 x 16 mm (L X B X T) including suitable sizes of foundation bolt all complete as required at interval of 25 meters. (Without Arm)

Providing 1.5m Double Arm suitable for 70mm Top dia

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.(Above 10.00 metre and upto 12.00 metre)

Supplying and fixing 7 mtr height octagonal Hot-Dip galvanized pole (BOP- 7030) with top dia 70mm, bottom dia 130mm & made of 3 mm thick sheet, base plate dimensions 200 x 200 x 12 mm (L X B X T) including suitable sizes of foundation bolt all complete as required at interval of 25 meters. (Without Arm)

Providing 1m Single Arm suitable for 70mm Top dia

Erection of metallic street light standard upto 8.5m in C.C:-Erection of metallic street light standard pole of length exceeding 6.5 metres but not exceeding 8.5 metres in cement concrete 1:3:6 (1 cement : 3 corase sand : 6 graded stone aggregate 40 mm nominal size) foundation with cement concrete collar of size 0.4 m dia x 0.5 m height to accomodate the looping type cable end box including excavation and refiling etc as required.

Supplying and fixing 150 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required.

Supplying and fixing 60 watt LED type Flood Light luminaire with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc and connection with FR PVC insulated copper conductor cable and earthing the body etc. as required at interval of 10 meters.

FEEDER PILLAR FOR STREET LIGHTS :Design, Fabrication, Supply, Erection,Testing and commisioning of Powder coated Sub Lighting Distribution boards (Feeder Pillar), Each Feeder Pillar shall be comprising of the following equipment/components: (1) Incoming Feeders: 63A, TPN MCB - 1no. (2) Outgoing Feeders: 40A TPN MCB - 06 nos.(3)0-24 hrs timer switch with 3pole 415V 70A , AC3 duty power contactor for auto switcing operation of light fittings. Bypass arrangement shall be provided to meet emergency.(4)Indication lamps(On- Off Trip Power On -- RYB) & Voltmeter fabricated out of 14 guage CRCA sheet steel in cubical, compartmentallised, free standing , dust and vermin proof, (degree of protection-IP52) with reinforcement of suitable size angle iron, channel, T-iron or flats as required. Cable gland plates shall be provided on top as well as bottom of the panels. Panels shall be treated with all anti-corrosive process before painting as per specification. Panels shall be suitable for 415V, 3-Phase, Four wire, 50 Hz supply complete with earth bus and lifting hooks as required in case of large panels. Approval shall be taken for each panel before fabrication. All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated. Canopy shall be provided at the top of each feeder pillar for rain water protection.Each Feeder Pillar shall be comprising of the following equipment/components: (1) Incoming Feeders: 63A, TPN MCB - 1no. (2) Outgoing Feeders: 40A TPN MCB - 06 nos.(3)0-24 hrs timer switch with 3pole 415V 70A , AC3 duty power contactor for auto switcing operation of light fittings. Bypass arrangement shall be provided to meet emergency.(4)Indication lamps(On- Off Trip Power On -- RYB) & Voltmeter Supply, Testing, Installation & Commisioning cost of Feeder Pillar for Street Lights

SUPPLY OF LT CABLE :-Supply of following sizes and core PVC/XLPE insulated, PVC sheathed armoured electrical cable with aluminium conductor for working voltage upto 1.1 KV etc as required. 3.5c x 50 sq.mm

SUPPLY OF LT CABLE :-Supply of following sizes and core PVC/XLPE insulated, PVC sheathed armoured electrical cable with aluminium conductor for working voltage upto 1.1 KV etc as required. 4c x 16 sq.mm

LAYING OF LT CABLES:-Laying of one number PVC insulated and PVC sheathed /XLPE power cable of 1.1kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Upto 25 sq.mm.

LAYING OF LT CABLES:-Laying of one number PVC insulated and PVC sheathed /XLPE power cable of 1.1kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Upto 120 sq. mm

1.1 KV Cable End Termination:- Supplying and making indoor cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5c x 50 sq.mm

1.1 KV Cable End Termination:- Supplying and making indoor cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 4c x 16 sq.mm

EARTHING PROTECTION:-Earthing with G.I earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonary encloser with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. P/F 25 x 6 mm G.I earth strip in surface/ recess :-

Providing and fixing 25mmx6mm G.I earth strip in surface/recess for connections etc. as required and making the G.I grid for all copper earthing pits.

HIGH MAST LIGHT:-Supplying, erection, testing & commissioning of 16M high mast shaft in two section suitable for 47 m/sec wind speed along with head frame, luminaires carriage suitable for 08 luminaires in symmetrical arrangement and other accessories manufactured in factory including raising lowering system comprising double drum winch, 5mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightning finial, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and fixing of 250W LEDs, 240W LEDs, single dome type aviation obstruction lights and GI pipe earthing for High mast with 2.5M long 40 mm dia GI Pipe including connection to High mast earth terminal with 25 x 3 mm GI flats with all materials and labour all complete with necessary accessories as per direction of Engineer-in-Charge.

Electrification work (A) 11KV line - 4.2km (under Sub Divn Nayabazar Dhanbad) Rail Pole 60/52 Kg 13M long (PO No. 16 (S&P) dt. 3.6.22

GI Base Plate

Earthing set complete with GI wire NO.8

11KVV Cross Arm (75x40x6 mm) [Galvanized]

11kv Pole Top Bracket (50x8 mm) [Galvanized]

Back Clamp for V & Top rail Pole (50x6 mm) (Galvanized)

Tapping Channel (75x40x6 mm) [Galvanized]

11 KV Line Line DP Channel (75x40x6 mm) [Galvanized]

Back Clamp for Line DP Channel (50x6 mm) [Galvanized]

11 KV DP Cross bracing angle (65x65x67) [Galvanized]

Back Clamp for Cross bracing angle (50x6 mm) [Galvanized]

GI Stay set with stay wire 7/10 (1800x16mm) [Galvanized]

Stay clamp(Side/Angle) for Rail (50x6mm) [Galvanized]

11 KV Pin Insulator with pin (Polymer)

11 KV Disc. Insulator with HW fitting (Polymer)

11 KV AB Switch 400 Amps. 3 Pin Type

ACSR Wolf conductor (150 Sqmm)

MS Angle (65x65x6 mm) for guarding of 11 KV, line [Galvanized]

Clamp for guard angle bracket (65x65x6 mm) [Galvanized]

GI Wire No. 8 Swg. For guarding

11 KV XLPE Cable 3 Core 300sqmm2 (Armoured)

11 KV outdoor/indoor termination jointing kit suitable for 400 mm2

HDPE Pipe - 160mm/6" PE 63 grade

GI Pipe 6" Medium duty (8 Class)

Cement

Nuts & Bolts (8',4',3')

(B) D/S/S 24 No (500x1+200x19+100x3+63x1) KVA @ LT line -1.6km (both side ) Rail Pole 60/52 Kg 13M long (PO No. 16 (S&P) dt. 3.6.22

GI Base Plate

Earthing set complete with GI wire NO.8

Transformer Base Channel (100x50x6mm) [Galvanized]

AB Switch base channal (100x50x6mm) [Galvanized]

MS Channal (75x40x6 mm) for supporting H.G. Guse [Galvanized]

11 KV H.G fuse Set.

Transformer belting with support clamp(65x65x6)[Galvanized]

Clamp (50x6mm) for AB Switch base channal[Galvanized]

Clamp (50x6mm) for Transformer Base Channel [Galvanized]

Clamp (50x6mm) for L.T Bus & HG fuse set [Galvanized]

Clamp for Transformer Belting (50x6mm)[Galvanized]

M.S. Angle for L.T Distribution Bus Bar (65x65x6)[Galvanized]

100 KVA Dist. Transformer.

500 KVA Dist. Transformer

63 KVA Dist. Transformer

200 KVA Dist. Transformer

11 KV AB Switch 200 Amps. 3 Pin Type

GI Stay set with stay wire 7/10 (1800x16mm) [Galvanized]

Stay clamp(Side/Angle) for Rail (50x6mm) [Galvanized]

11 KV Disc. Insulator with H/W (Polymer)

Cement

Nuts & Bolts (8',7',5',4')

(C ) LT line 3.2 km LT XLPE AB Cable 3Cx120+1Cx70+1Cx16 mm2

Suspension Clamp Suitable for 95-150 Sqmm Bare Messenger (Including 1 No. Suspension Clamp with Bracket + 1.5 Mtr SS Strap + 2 Nos. SS buckle)

Dead End Clamp Suitable for 95-150 Sqmm Bare Messenger (Including 1 No. Dead End Bracket +1 No. Dead End + 1.5 Mtr SS Strap + 2 Nos. SS buckle)

Spring loaded distribution Bus Bar insulated Box for fixing on pole suitable for AB XLPE Cable

Insulation piercing connector-Type-II (main 16-95 mm2 & tap 16-95 sq mm)

Nuts & Bolts (4',3')

Labour for dismentaling alonwith re erection of 11 kv line ,LT line with intallation of D/S/S Survey and Investigation including pegging

Pole Pit excavation for Rail Pole

Errection of Single Rail Pole

Concreting and top muffing of support with 1:4:8 mixture (including supply of stone/Jhama chips and without cement of be suppled by the Board, for b) 20 CFT for each DP rail pole

Errection of D.P Rail Pole

Concreting and top muffing of support with 1:4:8 mixture (including supply of stone/Jhama chips and without cement of be suppled by the Board, for b) 40 CFT for each DP rail pole

Earthing of Pole

Stay Pit excavation

Errection of Stay with stone, stay bind and fitting of stay clamps etc.

Concreting of stay pit with misture and fitting with earth ramming including supply of stone of stone/jhama chips and sand etc.

Fixing and fitting of HT Bracket with clamps required on single pole

Fixing and fitting of HT Bracket with clamps required on double pole

Fixing and fitting of DP cross bracing required on double pole

Fixing and fitting of 11 KV Disc. Insulator with hardware fitting including pin insulator where necessary

Fixing and fitting of 11 KV Pin Insulator with pin

Lagging and sagging of ACSR wolf conductor including termination at cut point mid span jointing for all three phases

Pin Binding as per standard practice (HT)

Construction of driving and reception pits and laying of HDPE/GI/HUME Pipes ob HDD method as per required depth for 150mm/6" HDPE

11KV HT XLPE cable laying 3 core, Armoured 400 sq mm

Cable jointing termination joint HT for 400/300/240/150 sq mm 3 core armoured cable both ID & OD

Laying of Half Round pipe over cable each 2 meter long

Making guarding for line road crossing power line telephone crossing as per standard practice of the board

Fixing of sub station top channel AB switch base channel HG fuse base channel transformer base channel complete set.

Fixing and fitting of H.G fuse set

Fixing and fitting of 11 KV AB switch complete set with handle etc as per tech. Specification

Lifting and placing of transformer on transformer base channel with proper clamps and angle iron, widing the transformer with transformer base channal

Jumpering through suitable lugs of clamps from Line to AB switch, AB switch to HG fuse set, HG fuse set to HT bushing of the transformer complete work

Earthing of D/S/S including fixing of GI Pipe and wire as per direction

LT xlpe ab Cable 3Cx120+70mm2 (1430 kg/km)

Cable jointing transmission line LT

Tree clearance

Manual Transportation including Rail Pole

Testing and Commissioning

Labour cost for dismentaling of matarial Uprooting of PSC Pole (400/200)

Uprooting of single rail pole/tubular

Opening of HT pin binding required on single pole

Opening of HT bracket with clamps required on single pole

Opening of jumpering connection of conductor

Opening of 11 KV Disc. Insulator with hardware fitting including pin insulator where necessary

Opening of sub station top channel AB switch base channal HG fuse base channal transformer base channal complete set

Opening of H.G fuse set

Opening of 11 KV AB Switch complete set with handle etc as per tech. Specification

Opening of transformer on transformer base channal with proper clamps and angle iron, widing the transformer with transformer base channal

Opening of jumpering through suitable lugs of clamps from line to AB switch AB switch to HG fuse set, HG fuse set to HT bushing of the transformer complete work

Opening of ACSR Rabbit conductor including termination at cut point mid span jointing for all three phases (HT line)

Opening of LT angle bracket

Opening of LT pin insulator with pin

Opening of pin binding as per standard practice (LT)

Opening of ACSR Rabbit conductor including terminatin at cut point mid span jointing for all three phases (LT line) 3 phase 4 wire

LT XLPE AB Cable 3Cx50+35mm2 (1270 kg/km)

Opening and re-fixing and fitting of D/S service connection

Manual Transportatin

Transportation of dismentaled matarial to all lead and lift ..all comp job

Dismentaling and reerection of 33kv line in Godhar-1 feeder lfrom Ara more to Vinod Bihari chowk under electrical supply section Bhuli /Dhaiya -1.2km Rail Pole 60/52 Kg 13M long (PO No. 16 (S&P) dt. 3.6.22

GI Base Plate

Earthing set complete with GI wire NO.8

Packing piece for Rail Pole

GI Stay set with stay wire 7/[Galvanized]

Stay Clamp 50x6mm galvanized

33KV V Cross Arm for Rail Pole (100x50x6mm) Galvanized

33KVA Pole top bracket (1006mm) Galvanized

Back Clamp for Rail Pole(50x6 mm) [Galvanized]

33 KVLine DP Channal (100x50x6mm)1.3 mtr long galvanized

Back Clamp for Line DP Channal (50x6 mm) [Galvanized]

33 KV DP Cross Bracing Angle, 65x65x6mm Galvanized

Back Clamp for Cross Bracing Angle (50x50x6mm) Galvanized

33 KV Pin Insulator with pin (Polymer)

33 KV Disc. Insulator with HW fitting 70 KN (Polymer)

M.S angle for guarding 65x65x6mm (Galvanized)

Support clamp for Rail Pole, 50x50x6mm (Galvanized)

GI wire No. 8 Swg. For guarding

GI wire No. 7/16 for guarding lacing

ACSR Panther conductor (232sqmm)

HDPE Pipe-160mm/6" PE 63 grade

GI Pipe 6" Medium duty (8 Class)

33 KV XLPE Cable 3 Core 400mm2(Armoured)

33 KV indoor/outdoor termination kit suitable for 400 mm2

33 KV PG clamp

Al.binding wire

Cement

Nuts & Bolts (8',4',3')

Labour cost for dismentaling and reerection of 33kv line Survey and Investingation including pegging

Pole Pit excavation for Rail Pole

Errection of D.P. Rail Pole

Concreting and top muffing of support with 1:4:8 mixture (including supply of stone/Jhama Chips and without cement of be suppled by the Board, for b)40 CFT for each DP rail pole.

Errection of Single rail pole

Concreting and top muffing of support with 1:4:8 mixture (including supply of stone/Jhama Chips and without cement of be suppled by the Board, for b) 20 CFT for each DP rail pole.

Stay Pit excavation

Errection of stay with stone, stay bind and fitting of stay clamps etc.

concreting of stay pit with mixture and fitting with earth ramming including supply of stone of stone/jhama chips and sand etc.

Earthing of pole

Fixing and fitting of HT bracket with clamps required on single pole (33KV)

Fixing and fitting of HT bracket with clamps required on double pole (33KV)

Fixing and fitting of DP cross bracing withclamps required on double pole (33KV)

Fixing and fitting of 33KV disc. Insulator with hardware fitting including pin insulator where necessary.

Fixing and fitting of of 33KV pin insulator with pin

Laying and sagging of ACSR Panther conductor including termination at cut point mid span jointing for all three phases.

Jumpering connector of conductor

Pin binding as per standard practice

Guarding of power lines as per approved practice

Drilling of hole in rail pole

Drilling of hole in V cross / clamp/angle etc

Construction of driving and reception pits and laying of HDPE/GI/HUME pipes by HDD method as per required depth for 160mm HDPE

33KV HT XLPE cable laying 3 core, Armoured 400 sq.mm

Cable jointing, termination joint, HT for 400/300/240/150 sq.mm 3 core armoured cable oth ID & OD

Laying of half round pipe over cable each 2 meter long

Painting of rail pole

Tree clearance

Manual transportation including rail pole

Testing and commissioning

Labour cost for dismentaling of matarial Dismentaling of Rail Pole

Pole Pit excavation for PSC pole for rocky soil

Opening of HT bracket with clamp required on SP

Opening of HT bracket with clamp required on DP

Opening of 33 KV Disc. Insulator with fitting

Opening of 33 KV Pin. Insulator with pin

Opening of ACSR Dog conductor

Manual Transportation including Rail Pole

Transportation of dismentaled matarial to all lead and lift ..all comp job

Dismentaling and reerection of 33kv line in Ganeshpur -ii feeder from Ara more to Vinod Bihari chowk under electrical supply section Bhuli -1.2km Rail Pole 60/52 kg 13m long ( PO No. 16(S&P) dtd. 3.6.22

GI Base Plate

Earthing complete with GI wire No.8

Packing piece for Rail Pole

GI stay set with wire 7/8 (1900x20mm) [Galvanized)

Stay Clamp (50x6mm) [Galvanized)

33 KV V cross arm for Rail Pole ( 100x50x6mm) [Galvanized)

34 KV Pole top bracket for Rail Pole ( 100x50x6mm) [Galvanized)

Back clamp of Rail Pole (50x6mm) [Galvanized)

33 KV Line DP channel (100x50x6mm) 1.3 mtr long [Galvanized)

Back clamp for line DP Channal (50x6mm) [Galvanized)

33 KV DP Cross Bracking Angle (65x65x6mm) [Galvanized)

Back Clamp for cross bracing angle (50x50x6mm) [Galvanized)

33KV Pin Insualtor with pin (polymer)

33KV Disc. Insualtor with HW fitting 70KN (polymer)

M.S angle for guarding (65x65x6mm) [Galvanized)

Support clamp for Rail Pole (50x50x6mm) [Galvanized)

GI wire No. 8 Swg. For guarding

GI wire No. 7/16 for guarding lacing

ACSR Panther conductor (232 Sqmm)

33 KV PG clamp

Al. binding wire

Cement

Nuts & Bolts (8',4',3')

Labour cost for dismentaling and reerection of 11kv line Survey and Investigation including pegging

Pole Pit excavation for Rail Pole

Errection of D.P Rail Pole

Concreting and top muffing of support with 1:4:8 misture (including supply of stone/jhama chips and without cement of be suppled by the board, for b) 40 CFT for each DP rail pole

Erection of Single Rail Pole

Concreting and top muffing of support with 1:4:8 misture (including supply of stone/jhama chips and without cement of be suppled by the board, for b) 20 CFT for each DP rail pole

Stay Pit excavation

Erection of stay with stone, stay bind and fitting of stay clamps etc.

Concreting of stay pit with mixture and fitting with earth ramming including supply of stone of stone/jhama chips and sand etc.

Earthing of pole

Fixing and fitting of HT bracket with clamps required on single pole (33KV)

Fixing and fitting of HT bracket with clamps required on double pole (33KV)

Fixing and fitting of DP cross bracing with clamps required on double pole (33KV)

Fixing and fitting of 33 KV Disc. Insulator with hardware fitting including pin insulator where necessary

Fixing and fitting of 33 KV pin insulator with pin

Laying and sagging of ACSR Panther conductor including termination at cut point mid span jointing for all three phases

Jumpering connector of conductor

Pin binding as per stsandard practice

Guarding of power lines as per approved practice

Drilling of hole in Rail Pole

Drilling of hole in V cross/clamp/angle etc.

Painting of Rail Pole

Tree clearance

Manual Transportation including Rail Pole

Testing and commissioning

Labour cost for dismentaling of matarial Dismentaling of Rail Pole

Opening of Jumpering connector of conductor

Opening of Pin binding

Opening of HT bracket with clamp required on SP

Opening of HT Bracket with clamp required on DP

Opening of 33 KV Disc. Insulator with fitting

Opening of 33 KV Pin Insulator with pin

Opening of ACSR Dog conductor

Manual Transportation including Rail Pole

Transportation of dismentaled matarial to all lead and lift ..all comp job

Dismentaling and reerection of 11kv line in Matkuria railway colony under electrical supply section Nayabazar Rail Pole 60/52 kg 13m long ( PO No. 16(S&P) dtd. 3.6.22

GI Base Plate

Earthing complete with GI wire No.8

11 KV V cross arm ( 75x40x6mm) [Galvanized)

11 KV Pole top bracket ( 50x8mm) [Galvanized)

Back clamp for V & Top rail pole (50x6mm) [Galvanized)

Tapping channal

11 KV line DP channal (75x40x6mm) [Galvanized)

Back clamp for line DP channal (50x6mm) [Galvanized)

11 KV DP cross bracing angle channal (65x65x6mm) [Galvanized)

Back clamp for cross bracing angle (65x65x6mm) [Galvanized)

GI Stay set with stay wire 7/10 (1800x16mm) [Galvanized)

Stay clamp (side/angle) for Rail (65x65x6mm) [Galvanized)

11 KV insulator with pin (Polymer)

12 KV Disc. Insulator with HW fitting (Polymer)

Cement

Nuts & Bolts (8',4',3')

Labour cost for dismentaling and reerection of 11kv line Survey and Investingation including pegging

Pole Pit excavation for Rail Pole

Errection of single rail pole

Concreting and top muffing of support with 1:4:8 mixture (including supply of stone/Jhama Chips and without cement of be suppled by the board, for b) 20 CFT for each DP rail pole

Errection of DP rail pole

Concreting and top muffing of support with 1:4:8 mixture (including supply of stone/Jhama Chips and without cement of be suppled by the board, for b) 40 CFT for each DP rail pole

Earthing of Pole

Stay Pit excavation

Errection of stay with stone, stay bind and fitting of stay clamps etc.

Concreting of stay pit with mixture and fitting with earth ramming including supply of stone of s tone/Jhama chips and sand etc.

Fixing and fitting of HT Bracket with clamps required on single pole

Fixing and fitting of HT Bracket with clamps required on double pole

Fixing and fitting of DP cross bracing required on double pole

Fixing and fitting of 11KV Disc. Insulator with hardware fitting including pin insulator where necessary.

Fixing and fitting of 11KV Pin Insulator with pin

Pin binding as per standard practice (HT)

Painting of Rail Pole

Tree Clearance

Manual Transportation including Rail Pole

Testing and commissioning

Labour cost for dismentaling of matarial Uprooting of single rail pole

Opening of HT pin binding required on single pole

Opening of HT bracket with clamps required on single pole

Opening of Jumpering connection of condctor

Manual Transportation

Transportation of dismentaled matarial to all lead and lift ..all comp job