UPGRADATION AND WIDENING OF EXISTING AIRPORT ROAD

Amount

ROAD WORKS

SITE CLEARING

Clearing Grass and Removal of Rubbish upto a distance of 30M outside the periphery of the area as per the MoRT&H technical specification clause 201

Dismantling of Kerb Stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202

Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202

II. By Mechanical Means A. Bituminous course

Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) (i) Depth exceeding 1.5 m but not exceeding 3 m

Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Mechanical Means including a lead upto 30m

Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Manual Means including a lead upto 30m

Haulage of materials by tipper/ truck excluding cost of loading, unloading and stacking for Surface road

EARTH WORK

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 with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

Excavation for roadwork in ordinary rock 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 with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

1. Cost of dewatering added as 5 percent of labour cost Assessment

Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.

Excavation in Roadway cutting in ordinary rock by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.

1. Cost of dewatering added as10 percent of labour & Machinery cost Assessment

Haulage of materials by tipper/ truck excluding cost of loading, unloading and stacking for Surface road

FILLING OF MATERIALS

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 and as per MoRT&H Technical Specification clauses of section 300.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

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 drawings & MoRT&H technical specifications Clauses 408.

Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required

Construction of Subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORT&H technical specification clause of section 300

4.1 401 Granular Sub-base with Well Graded Material (Table 400.1) (B) Plant Mix Method Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carraige of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density , complete as per MoRT&H Technical Specification Clause 401 (i) For Grading I Material

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 finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical specification

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepare bituminous / granular surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503

Dense Graded Bituminous Macadam (Grading -I & VG-30) 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 @ 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 MoRT&H specification clause No. 507 complete in all respects.

Bituminous Concrete Providing and laying bituminous concretewith 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 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 MORT&H specification clause No. 509 complete in all respects

Providing and laying factory made kerb stone (Median Kerb) Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- Charge).

Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures with all leads and lifts, spread, graded and compacted with plate compactor as per MoRT&H Technical Specification Clause 407.

Providing and painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical Specification Clause 803.

ROAD MARKINGS

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 dirts, dusts and other foreign matter, demarcation at site and traffic control. (ii) Upto 10 cm in width

Road Edge Marking - Median edge and Kerb edge

centreline marking

Marking at Junctions - stop lines, pedestrian crossing, islands

Cycle trake marking

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRT&H Technical Specification Clause 801. ii. English and Roman Hyphens and the like not to be measured and paid for Detail for 100 letters of 16 cm height. i.e.1600 cm

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRT&H Technical Specification Clause 801. ii. Hindi fonts Hyphens and the like not to be measured and paid for Detail for 100 letters of 16 cm height. i.e.1600 cm

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.

Retro-Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.

i). 600 mm equilateral triangle - Junction ahead/Junction type/Pedestrian crossing/Parking provision

ii) 600 mm circular - No parking/No stopping/Pedestrian lane/No overtaking

iii) 900 mm Octogonal - Speed limit

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.

Providing 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 strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 805.

Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 as per MoRT&H Technical Specification Clause 803.

Supply, fixing and installation of LED Road Traffic Light with lighting colour as Red,Green & Yellow with minimum IP rating IP 65, Voltage 220 with Solar Battery and as per Technical Specification and as approved by the architect / engineer.

Providing and fixing 25 mm thick pre-polished colored concrete designer tiles making by strong vibratory compaction technology using 50% white cement and 50% ordinary cement of size 300mm x 300mm, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete as per direction of the Engineer-in-charge.

Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001.

TEMPORARY DRAIN DIVERSION WORKS

Providing sand, gunny bags and filling sand in gunny bags, packing and placing at the required location in drain.

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 20 LPM Pumps (1 No. x 18 Hrs. + 1 No. x 6 Hrs.), 28.67 KL pumping

Hire charges of Pump set of capacity 4000 litres/hour.

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS: 8329 Delivery Pipe DI K-7 (100 dia)

Second class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:6 (1 cement : 6 fine sand ).

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 whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202. (ii) Dismantling brick/ tile work Dismantling of Bricks

u-PVC Pipes (working pressure 4kg/cm2) single socketed pipe, 110 mm dia

STORM WATER DRAIN WORKS

Dismantling and Demolishing Work

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 whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202. (ii) Dismantling brick / tile work B) In cement mortar

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 whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202. (II) By Mechanical Means B)Prestressed / Reinforced Cement Concrete grade M-20 & above

Excavation

Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil A. Mechanical Means (Upto 3 m depth) (Note:- Cost includes dewatering)

Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil A. By Manual Means (Upto 3 m depth) (Note:- Cost includes dewatering)

Laying Brick Bats soling layer

Braking of Dismantled Drain bricks in Brick Bats of required size, stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m and laying the brick bats for soling layer of minimum 300mm thick on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6.

Sand filling in foundation trenches as per drawing & MoRTH technical specification clause 304

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 as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)

Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) vi) RCC M 25 Grade a. upto 5 m height Case - II : With Batching Plant, Transit Mixer and Concrete Pump

Reinforcement

Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Grating on storm water Drain

Providing and placing in position Extra Heavy Duty RCC Grating of size 500mm x 700mm on Road of load carrying capacity up to 30 MT ,various sizes, properly fixed and cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Drain Pipes for inlet to Storm Drains

Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 sand:cement : 2 fine) including testing of joints etc. complete. (250 mm dia RCC pipe).

Manhole Covers

Providing and placing in position Heavy Duty RCC Manhole Covers on Road of load carrying capacity up to 30 tons ,various sizes, properly fixed and cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge

Haulage excluding Loading & Unloading

Dismantaled Brick Drain Material

Storm Water Drain Excavated Soil

BRIDGE & RETAINING WALL WORKS

Excavation

Excavation of Structures:-Earthwork in excavation for structures as per drawings and MoRT&H technical specifications clause 304 incluidng setting out, construction of shoring & bracing, removal of stumps & other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated sutiable material including cost of dewatering. ( B. By Mechannical means) Note : The excacvated earth if found suitable can be used partly for backfilling in trenches and partly for road work. Hence cost of disposal has not been added except for marshy soil.

Back Filling

Backfilling behind abutment, wing wall & return wall complete as per drawings, clause 710.1.4 of IRC: 78 & MoRT&H technical specification Clause 2200. ( i-Granular Material)

Sandfilling in foundation trenches as per drawings and MoRT&H technical specification clause 304.

Providing and laying of filter media with granular materials/ stone crushed aggregates satisfaying the requirements laid down in clasue 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller 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 clause 710.14 of IRC: 78 & MoRT&H technical specification clause 2200.

Weep Hole:- Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OF of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706,2200.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregete 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications clause 2100. (including centering, shuttering, staging etc. but excluding reinforcement)

PCC M15 Grade leveling course below approach slab complete including all formworks required as per drawings and MoRT&H technical specifiation clause 2700.

Brick Work

Brick masonry work in cement mortar in foundation complete excluding pointing & plastering as per drawing & MoRT&H technical specifications clause 1130. (Brick masonary in 1:4 cement mortar)

Foundation:- Reinforced cement concrete in pile foundation as per drawings & MoRT&H technical specifications clauses 1100, 1500, 1700 (including centering, shuttering, staging, etc. but excluding reinforcement) (RCC Grade M25 -With batching plant, transit mixer and concrete pump)

Foundation:- Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shutering, staging etc. but excluding reinforcement) (RCC grade M 25, with batching plant, transit mixer and concrete pump)

Leveling Course for pile cap:- Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap. (including centering, shuttering, staging etc, but excluding reinforcement) (Case-I- Using concrete mixer)

Pile- Bored Cast-in-situ M-35 grade RCC pile excluding reinforcement complete as per detailed drawing & MoRT&H technical specifications clauses 1100, 1700 and removal of excavated earth with all lifts and lead upto 1000 m. (c. 1000 mm dia)

Substructure - Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification clauses 1500, 1700, 2200. (Including, centering, shuttering, staging etc. but excluding reinforcement) ( vi-RCC M 25 Grade)

Super Structure :- Plain/ Reinforced cement concrete in superstructure including all foe=rmworks required as per drawings & MoRT&H technical specifications clauses 1500, 1700, 2100, (including centering, shuttering staging etc. but excluiding reinforcement) (D. RCC/PSC Grade M30- Case-ii- With batching plant, transit mixer and concrete pump - For T-beam & Slab superstructure , Height 5 m to 10m)

Reinforced cement comcrete approach slab including reinforcement and formworks complete as per drawings and MoRT&H technical specification clause 2704, 1500, 1600, 1700. (A. RCC M 30 Grade)

Pointing & Plastering

Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification clauses 1300 & 2200. (ii- in 1:4 cement mortar)

Reinforcement

Supplying, fitting & plaicing thermo-mechanically treated bar/cold twisted deformed stee bar reinforecement in foundation complete as per drawings & MoRT&H technical specification Clauses 1600.

Supplying, fitting & plaicing thermo-mechanically treated bar/cold twisted deformed stee bar reinforecement in sub-structure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Supplying, fitting & plaicing thermo-mechanically treated bar/cold twisted deformed stee bar reinforecement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600.

Painting

Painting on concerte surface:- Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efforescence and applying paint @ of 1 liter for 2 Sqm as per drawings and MoRT&H Technical specification clause 800.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, platered/ concrete surfaces as per drawings and MoRD Technical specification clause 1701.

Railing and Crash Barrier

RCC Railing:- Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, ture to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings (No. SD/202), including all formworks required and MoRT&H technical specification clause 2703, 1500, 1600, 1700. (including centering, shuttering, stagging etc. and reinforecement)

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 center to center, 1.8 m hugh , 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, 300 mm long complete as per MoRT&H technical specification clause 810.

Bearing and Expansion joint

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

Elastomeric slab seal expantion joint- Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less then 20 deg.) moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacture/ supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per drawings and MoRT&H Technical Specification clause 2606.

Pile Test

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

a) Initial and routine load test

Wearing Coat

Providing and layinf 12 mm thick mastic asphalt wearing course on top of deck slab exluidng prime coat with paving grade bitumen meeting the requirement given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoted fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 degree c, protruding 1 mm to 4 mm over mastic surface, all complete as per MoRT&H technical specification clause 515, 2702.

Geotechnical Investigation

Geotechnical investigation work as per technical specifications including but not limited to Boring, Submission of Report etc.

WORK TOWARDS WATER SUPPLY LINES

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 as per MoRT&H Technical Specification clauses of section 300. (Note:- Cost includes dewatering) B. By mechanical means (upto 3 m depth ) (Dia- 100 m)

New Pipes for House Connection: Providing, Supplying, lowering and Laying of (100 mm dia) C.I Double Flanged Pipe as connecting pipeline for House Service Connection usage in Drinking Water syatem The cost shall include testing of all materials, all taxes Central, Sate, Municipal, Inspection charges, transportation up to site, transitinsurance, loading, unloading, stacking etc. complete as specified and directed. (with specials, thrust blocks, anchor blocks, etc. 30 % additional considered.)

Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 1108.

House Connection Chamber Construction of RCC House Connection Chambers of appropriate size for connections, with RCC precast slab cover of 300 mm width including lifting arrangement, pipe holding block, screed, drain sump and allied necessary work. Excavating including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts as per MoRT&H Technical/ Engineer. Putting 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 as per drawings and Engineer. Construction of Valve Chamber components (such as base slab, walls, slab, precast slab, etc.) in reinforced cement concrete complete including formwork as per drawings and Engineer. (RCC M25, Reinforcement Thermo-Mechanically treated bar/ Cold twisted deformed steel bar, as approved by Engineer)

House Connection Chambers (1 x 1 x 1) m

VISUAL IMPROVEMENT WORKS

STREET FURNITURE

Seating Bench: Supply, fixing and installation of concrete seating bench of size 1500 mm length, 450 mm width, 100 mm thickness and 450 mm height with two legs of 150 mm thickness. It is to be placed on the both side of road along the pedestrian way.Sitting Platform is in Red colour while the legs are in grey colour, Manufactured by using M-30 grade of Concrete, Suitably reinforced to for long use and to prevent damage during handling, transportation & erection, Treated with special anti-corrosive, water proof coating so as to make the surface glossy and water proof as approved by architect /Enginneer In charge.

Dual System Garbage Bin: Supply, fixing and installation at several intervals along the roads at pedestrian pathway along side. Garbage bins are made of PVC of capacity from 60-70 lit. of each garbage bin capacity .The unit is made of 2 garbage bins. Each unit is made of two bins for segregation of waste fixed on M.S Stand . It is to be placed on the both side of road along the pedestrian way. Dual system litterbins model colour as approved by the Architect/ engineer with Installation and fixing at site.

RCC Planter pot Supply, fixing and installation of factory made RCC planter pot of size 600MMX600MM made in M20 Concrete having uniform thickness of each side of 75 MM.Grey in color as approved by the Architect/ engineer. It is to be placed on the both side of road along the pedestrian way.

Pedestrian Railing : Supply, fixing and Installation of 1.5 M high M.S. railing and 1M above ground level after fixing along the pedestrian way. Firmly grouted to ground with bolt or anchored using Cement concrete. Design of railing as per drawing for vertical post and horizontal members, if any, as per drawing. Details, color of the railing as per shop drawings and as approved by the architect / engineer

Bollards Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S.Pipes 40 mm dia and 450 mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1cement:3fine sand:6graded stone aggregate 20 mm nomonal size) including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.

Tactile for footpath; Tactiles of standardized designs conforming to RNIB (The Royal National Institute for the Blind, UK), DETR (Department of the Environment, Transport and the Regions, UK) & ADA (Americans with Disabilities Act, USA) of size 300 x 300 mm in floors, (thickness to be specified by the manufacturer) specially designed to assist the visually impaired - “foot braille”, with water absorption less than 0.5%

LANDSCAPE WORKS

SOIL BED PREPARATION

Excavation for bed: Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

Soil for Shrubs/Hedges: Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).

Soil for Planter Pots: Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).

PLANTER BED PREPARATION FOR PLANTING

Manure Supply: Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm

Sludge ,Manure spreading :Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).

Plantation: Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)

Trees Plant Each

Shrubs Plant

Hedge Plant /Ground cover Each

Artwork Painting Type 1 : Finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]

Artwork Painting Type 2: 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. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] two coats

SHRUBS VARIETIES LIST FOR PLANTATION

FOR MEDIAN

Tree : Plumeria alba height 120-135 cm. with 2-3 branches in bag size 30 cm

Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan, Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots.

Supply and stacking of plant Thevetia nerifolia of height 60-75 cm. with 5- 6 branches in poly bags of size 25 cm as per direction of the officer-in-charge

Lawns: Making lawns including ploughing and dragging with 'Swagha' Breaking of clod , Making lawns including ploughing and breaking of clod, removal of rubbish,dressing and supplying doobs grass roots and planiting at 15 sm apart,Including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm.

FOR PLANTER POT

Supply and stacking of plant Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size 20 cm

Supply and stacking of plant Beloperone species of height 30-45 cm. in poly bags of size 20 cm

Supply and stacking of plant Caesalpinia pulcherrima species of height 45-60 cm. in earthen pot of size 20 cm

Supply and stacking of plant Cassia biflora of height 45-60 cm. in earthen pots of size 20 cm

Supply and stacking of plant Euphorbia caracasana (bronze colour leaves) of height 60-75 cm. with 2-3 branches in earthen pots of size 20 cm

Supply and stacking of plant Ficus blackii (F.vivion) of height 45-60 cm. with 6-8 branches healthy foliage in earthen pots of size 25 cm

ELECTRICAL WORKS

STREET LIGHTING WORKS

Street Light System

Octagonal Street Light Pole

Supply, installation, testing and commissioning of following type of Octagonal Street Light Pole. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding of the pole shaft. The welding of the pole shaft shall be done by Submerged Welding process. All octagonal pole shafts shall be provided with the rigid flange plate of suitable thickness with provision for fixing 4 foundation bolts. The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity.Octagonal poles shall withstand the maximum wind speed of 180 km/hr. Maximum deflection of the poles considering top loading ie area and weight of fuxture shall meet the requirement of BS:5649 Part VI 1982. The materials of the pole as follows : Conforming to grade S355JO Base Plate:- Fe 410 Conforming to IS 226/ IS 2062, Foundation Bolts:- 6.8 Gr. As per IS 1367. The poles shall be hot dip galvanized as per IS 2629 / IS 2633 / IS 4759 standards with average coating thickness of 65 micron. The galvanizing shall be done in single dipping. Door opening :- The Octagonal poles shall have door of approximate 500 mm length at the elevation of 500 mm from the base plate. The door shall be vandal resistance and shall be weather proof to ensure safety of inside connection as approved by the Depts.. The door shall be flush with the exterior surface and shall have suitable locking arrangement. The pole shall be adequately strengthened at the location of the door compensate for the loss in section. There shall also be suitable arrangement for the purpose of earthing, Smart pack Junction box with 6 MCB & Terminals for mounting inside base compartment of Pole.

9m pole with inbuilt Junction box :- Size of pole : Diameter : Dia 130 mm, Sheet thickness: 3 mm;Junction box: 6 MCB & Terminals for mounting inside base compartment of Pole. Base Plate Dimensions :- (L x B x 260 x 260 x 16, Foundation Bolt Size :- (no. x dia.) 4 x 24 Dia, Pitch Circle Dia.:- (PC 250 Bolt Length:- 750, Projected Bolt Length :-125 Anchor plate thickness :- 4 mm , Pole Foundation:- The foundation shall be done with ( Earth work 2.04 cubic Meters.RCC 1:1.5 : 3 proportion 0.65 cubic metres.Steel 22.43 Kg. Shuttering 4.32 square metres. = 22.43 Kg.

Supplying including fitting and fixing of Hot Dip galvanised arm bracket for installation of luminaries. Header with top cap 300 mm long pipe of thickness 3mm with arrangement to fix on pole top with 3 Nos. of bolts. Armed shall be of 48.3mm out side dia and shall be 3.25mm thick

Double arm bracket 1000mm long for 3m to 10 metre. Poles.

Light Fixtures

Supply, installation, testing and commissioning of following type of LED Luminaires. The housing of the luminaries shall be Epoxy powder coated pressure die-cast aluminium and its cover shall be tempered protective toughened glass.It shall have inbuilt driver with THD <15%;Overvoltage protection,surge voltage protection etc as per IS 15885.The fixture shall have IP protection of IP66 and impact resistance of IK07.The fixture shall comply with Powerfactor>0.9;CRI>70;Colour Temperature >5500k;System Lumen Efficacy>110lm/W

105W LED Street light lumaries with and with the lumen level of 12000 lm. Philips Fixture Model no BRP410 LED 100 CW HE NR PC with Dimmable Driver or equivalent for Street lighting

Smart Lighting Control System

Supply, installation, testing and commissioning of Smart Streetlight Switching Feeder Panel:-(Group Control with Dimming Control) (1) Rating 10KVA, (2) I/C & O/G Breaker :- 63A TPN MCB (3) Energy Meter :- 3Ph 10-60A Class 1 Accuracy Meter as per IS-13779 (4) Battery Back Up :6Hr (5) Communication Module:- Bidirectional GSM communication with server (6) SMPS for Communication Module (7) Theft alert (8) Data Backup :-days (9) Enclosure IP Protection:-IP54/65 (10) Measurement:-Voltage /current/Power factor/Active power/Apperent Power (11) Alerts:-Phasewise OC and SC Fault/Low pf/Phase wise over voltage/Group faliur of Ligh

Supply, installation, testing and commissioning of Street Lighting Management Software

Mapping, Server Setup & Commissioning

LT Cables & Termination

Supply, installation, testing and commissioning of 1100 Voltage grade,4C x 16sq mm A2XFY stranded Aluminium, XLPE insulated, inner and outer extruded PVC sheathed, galvanized Flat ARMORED cables laid in hume pipes/ trenches, Miscellaneous items such as clamp, cleat cable tags etc.are included in the scope. Removal of empty drums & making site normal as instructed by Client is included in the scope.

Supply, installation, testing and commissioning of Cable end terminations for 1100 Voltage grade, stranded Aluminium, XLPE insulated, inner and outer extruded PVC sheathed,galvanized steel round wire/ flat strip ARMORED power cables including stripping of cable insulation, supply and fixing of Aluminium lugs for aluminium cables for all phases and crimping the same to the conductor, supply and fixing of Double compression weather proof cable glands for 4C x 16sq mm.

Supply, installation, testing and commissioning of 3C X 2.5Sqmm flexible Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured, extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1) 1988

Supply, installation, testing and commissioning of Termination of 3C X 2.5Sqmm flexible Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured, extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1) 1988

Earthing

Supplying & laying of 8 SWG G.I. earth from Earth Electrode (below G.L.) to electrical switch gears or electrical machineries including making necessary connection as approved, specified and directed by the deptt.

Supply and Laying of 25X6mm GI strip at a deth of 0.5m below ground as strip earth electrode, including termination/ interconnecting with GI Nut/Bolts, washer, Spring washer etc. as required. Jointing shall be done b yoverlapping & with two sets of Nut/ bolts and spring washer spaced at 50mm apart for earthing of the Street light panels.

Supply, installation & testing of G.I. earth station with perforated 50 mm dia and 4.50 Metre long heady duty G.I. pipe with necessary 50 mm dia. G.I. Fittings such as Socket, Tee, elbow, nipple and 65 mmx50 mm G.I. reducing socket for funnel including locking arrangement 300 mmx300 mmx6 mm hinged cover C.I. earth plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall

Supply and providing of Extra salt 5 Kg and Charcoal 64 Kg in pipe Earth Station pit to provide low impedance ground in location of high soil resistivity as and when required and specified by the Deptt.

Civil Works

Supplying, laying of HDPE Pipe /DUCT IS 4984: 1995 as required in the existing trench, through micro tunneling, as directed and specified by the department.

50 mm PE63 GRADE PN4

Horizontal Drilling (HDD) Method: Boring and Supply & laying of 50 to 150mm dia HDPE pipe direct into the earth of 2500mm depth below the ground surface without effecting the existing road by moling / manually digging/drilling horizontally or diagonically direction for road crossing /water supply line/Telecommunication line/Gas Pipe line etc. including excavation earth for entry pit as per direction of engineer in charge

Dismantling of existing LED Street Light Fixtures of various wattages with Bracket from Electric pole including carring & handling charge for shifting to proper place as specified and directed by the deptt.

UTILITY SHIFTING OF OVER HEAD LINE

For Details of Activity No. 1 to Activity No. 1, refer Technical Specification

Activity No. 1: Supply, installation, testing and commissionng of 33 KV S/C Line Pin type with100 mm2 ACSR lines on 152 X 152 mm 11 mtr. RSJ Pole as per the TSECL specification and direction of the Engineer-in-Charge.

Activity No. 2: Supply, installation, testing and commissionng of 11 KV Single circuit Pin type with 100sq.mm ACSR lines on 152x152 mm 11 mtr RSJ poles as per the TSECL specification and direction of the Engineer-in-Charge.

Activity No. 3: Supply, installation, testing and commissionng of 11 kV Two Pole Structure with GOD, DO Fuse, LA, Insulators, Transmission Line as per the TSECL specification and direction of the Engineer-in-Charge.

Activity No. 4: Supply, installation, testing and commissionng of L.T. LINE 3 ph 4 W. on 125 X 70mm, 8m RSJ pole With ANT for phase & GNAT for neutral as per the TSECL specification and direction of the Engineer-in-Charge.

Activity No. 5: Supply, installation, testing and commissionng of 11 KV composite line (Double circuit HT & LT) with ACSR 100 sqmm, Ant.& Gnat. conductor on RSJ 100 X116 mm -11 mtr. Long as per the TSECL specification and direction of the Engineer-in-Charge.

Activity No. 6: Supply, laying, testing and commissionng of 11kV 3 Core 240 Sqmm XLPE Cable as per the TSECL specification and direction of the Engineer-in-Charge.

Activity No. 7: Supply, laying, testing and commissionng of 3.5 Core 300 Sqmm LT XLPE Cable as per the TSECL specification and direction of the Engineer-in-Charge.

UNDER GROUND DISTRIBUTION WORKS

DGPS Survey, Submission of construction drawing of the Existing Electrical System and obtain NOC from various stakeholders : Detailed Survey of route alignment with covering of existing Distribution Sub-Station along with overhead Transmission/sub-transmission & distribution line , submission of route alignment, profile, final survey and DGPS survey with profile in details indicating road crossing, Electric poles, transformers and other equipment's as per specification.

11kV UNDER GROUND DISTRIBUTION SYSTEM

11kV RING MAIN UNIT (RMU)

11kV RING MAIN UNIT : 3 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Two (2) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of VCB, 630A, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility. d) All necessary potential-free contacts for indications relevant to RMU monitoring and control. e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.

11kV RING MAIN UNIT : 4 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Three (3) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of VCB of 630A, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility. d) All necessary potential-free contacts for indications relevant to RMU monitoring and control. e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.

11kV RING MAIN UNIT : 5 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Four (4) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of VCB of 630A, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility. d) All necessary potential-free contacts for indications relevant to RMU monitoring and control. e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.

11kV RING MAIN UNIT : 6 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Five (5) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of 630A VCB, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility. d) All necessary potential-free contacts for indications relevant to RMU monitoring and control. e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.

Supply of following sizes TR-XLPE(E) 11KV insulated ISI marked and approved make. Aluminium conductor armoured cables suitable for working voltage upto 11000 volts as per specifications and approved make

3CX240 Sqmm.

3CX70 Sqmm.

Laying of 11kV POWER CABLES _Direct Buried in Ground : Laying of under ground cable 900mm. below ground level covered with sand and and P.C.C covers of 300 mm (Width) X 300 mm (Length) X 60 mm (Thickness), for covering under ground cable suitablly as per requirement for mechanical protection to the cable,including necessary connections, digging in ordinary rocky soil and refilling with primary compaction of trenches for following sizes of TR-XLPE(E) 11kV Aluminium conductor armoured cables suitable for working voltage upto 11000 volts including proper dressing of the cable in an approved manner complete as required and as per direction of engineer incharge.

3CX240 Sqmm.

3CX70 Sqmm.

Preparation of Cable Trench by HDD Method_Boring and Supply & laying of 50 to 150mm dia HDPE pipe direct into the earth of 2500mm depth below the ground surface without effecting the existing road by manually digging/drilling horizontally or diagonically direction for road crossing /water supply line/Telecommunication line/Gas Pipe line etc. including excavation earth for entry pit as per direction of engineer in charge

Laying of 11kV POWER CABLES _ Through HDPE pipe : Laying of 11kV TR-XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 33000Volts of below given sizes in HDPE pipe (already laid) in above item, by manual method complete with necessary connections in an approved manner complete as required.

3CX240 Sqmm.

3CX70 Sqmm.

Cable Termination _ Indoor Type: Supply ,Erection and commissioning of heat shrinkable type indoor termination along with necessary accessories to accommodate following sizes of 11kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc. in an approved manner complete as required and as per specifications.

3CX240 Sqmm.

3CX70 Sqmm.

Straight Through Joints: Supply ,Erection and commissioning of heat shrinkable type Three Core H.T Cable straight through joints along with boots (SILCAB-T) to accommodate following sizes of 11kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc.in an approved manner complete as required and as per specifications.

3CX240 Sqmm.

3CX70 Sqmm.

Cable Termination _ Outdoor Type: Supply ,Erection and commissioning of heat shrinkable type Outdoor termination along with necessary accessories to accommodate following sizes of 11kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc. in an approved manner complete as required and as per specifications.

3CX240 Sqmm.

3CX70 Sqmm.

Supply, Installation, Testing, & Commissioning of 3 Phase, 11/0.4kV, 50Hz oil immersed outdoor type Distribution Transformer DYN11, off-load tap changer of rating +5% to -5% @2.5%. Temp Rise - Oil/Winding 40/50 Deg cel. Losses and Impedance as per IS-1180:2014 Energy Efficiency Level-02, with all necessary fittings and accessories on existing structure complete as required of below givens ratings:

100kVA 11/0.4KV Distribution Transformer

200kVA 11/0.4KV Distribution Transformer

315kVA 11/0.4KV Distribution Transformer

500kVA 11/0.4KV Distribution Transformer

Providing and erection of DP structure as per enclosed drawings including supply of poles, 10Kgf/cm2 100mm dia heavy duty finolex make PVC pipe for protection of cable, hot dipped structural sections for mounting transformers/RMU & chain pulley block and required clamps for fitting cables, structures, 100mm dia PVC pipe etc with all hardwares, suitable M.S. grill fencing with hinged door entry with suitable locking arrangement RMU/Transformer centra and its accessories such as clamps, hardwares, pipe etc with necessary muffing with PCC for commissioning of 11kV/400V Distribtion Transformers of different capacity as per approved drawings of engineer in charge including the dismentalling of pole mounted existing distribution transformer.

Pipe Earthing : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.

Earth Strip: Supply and Erection of GI tape 25mm x 5 mm thick from earth electrode directly in ground and surface fixed with GI stapples of same size.

Copper Strip: Supply and Erection of GI tape 25mm x 5 mm thick from earth electrode directly in ground and fixed with brass nut bolts.

Supply and fixing of below given sizes HDPE pipe as per IS of different length as per requirement using for cable riser to overhead lines and other purpose, Pipe should be proper tie up with poles by the help of MS clamp and nuts bolts etc.

110mm dia

50mm dia

LT UNDER GROUND DISTRIBUTION SYSTEM

LV Distribution Box: Supply, Erection, Testing, Commossioning of L.T Distribution Box for the existing DT`s with the following switchgears and otehr necessary accessories and inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters.

100kVA DTR INCOMING : 200A, 4P, 25KA MCCB with T/M release with following accessories: Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights.: BUSBARS: 4 Pole, Alum. With heat shrinkable sleeves in following capacities: 300A, 400V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves. OUTGOINGS: 100A, 4Pole MCCB-25KA with T/M protection - 2 Sets 3 Phase 4 Wire energy meter- 3 nos.

200kVA DTR INCOMING: 400A, 4P, 25KA MCCB with T/M release with following accessories: Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights. BUSBARS: 4 Pole, Alum. With heat shrinkable sleeves in following capacities:. 500A, 400V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves. OUTGOINGS: 160A, 4Pole MCCB-25KA with T/M protection - 3 Sets 3 Phase 4 Wire energy meter- 3 nos.

315kVA DTR INCOMING: 630A, 4P, 36KA MCCB with T/M release with following accessories: Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights. BUSBARS: 4 Pole, Alum. With heat shrinkable sleeves in following capacities: 800A, 400V, 50Hz. 36KA, 4 Strips, Aluminium with heat shrinkable sleeves. OUTGOINGS: 160A, 4Pole MCCB-25KA with T/M protection - 5 Sets 3 Phase 4 Wire energy meter- 5 nos.

500kVA DTR INCOMING: 800A, 4P, 36KA ACB with T/M release with following accessories: Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights. BUSBARS: 4 Pole, Alum. With heat shrinkable sleeves in following capacities: 1000A, 400V, 50Hz. 36KA, 4 Strips, Aluminium with heat shrinkable sleeves. OUTGOINGS: 160A, 4Pole MCCB-25KA with T/M protection - 6 Sets 3 Phase 4 Wire energy meter - 6 nos.

Supply of following sizes 1.1KV Al. TR-XLPE insulated ISI marked and approved make. Aluminium conductor armoured cables suitable for working voltage upto 1100 volts as per specifications and approved make

1Core 185 Sqmm

4Core 70 Sqmm

4Core 35 Sqmm

Laying of LV CABLES _Direct Buried in Ground: Laying of LV (1.1KV) Grade TR-XLPE insulated PVC sheathed, Aluminium conductor, armoured LV Power cable 750mm. below ground level covered with sand and P.C.C covers of 300 mm (Width) X 300 mm (Length) X 60 mm (Thickness), for covering under ground cable suitablly as per requirement for mechanical protection to the cable,including necessary connection, excavation and refilling of trenches for the following sizes as per direction of engineer incharge

1Core 185 Sqmm

4Core 70 Sqmm

4Core 35 Sqmm

Preparation of Cable Trench by HDD Method_Boring and Supply & laying of 50 to 150mm dia HDPE pipe direct into the earth of 2500mm depth below the ground surface without effecting the existing road by moling / manually digging/drilling horizontally or diagonically direction for road crossing /water supply line/Telecommunication line/Gas Pipe line etc. including excavation earth for entry pit as per direction of engineer in charge

Laying of LV CABLES _Through HDPE pipe: Laying of 1.1kV TR-XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 1100Volts of below given sizes in n HDPE pipe (already laid) in above item, by manual method complete with necessary connections in an approved manner complete as required.

1Core 185 Sqmm

4Core 70 Sqmm

4Core 35 Sqmm

Laying of LV CABLES _ In Open Air : Laying of following size TR-XLPE(E) 1.1kV (LV) Aluminium conductor armoured cables suitable for working voltage upto 1100Volts, in open air (From Distribution Transformer to LTDB) including necessary connections digging in ordinary rocky soil and refilling with primary compaction of trenches including proper dressing of the cable in an approved manner complete as required

1Core 185 Sqmm

4Core 70 Sqmm

4Core 35 Sqmm

LV CABLES _ End Termination : Supply and Erection of Termination kits comprising of double brass compression gland and aluminium lugs. for 1100 V grade XLPE insulated PVC sheathed aluminium wire wound armouring for single core and galvanized steel strip wound armoured for multicore 'Aluminium conductor' power cable of the following sizes as per enclosed detailed specifications and relevent IS .

1Core 185 Sqmm

4Core 70 Sqmm

4Core 35 Sqmm

Supplying, Installation, testing and commissioning of OUTDOOR TYPE, compartmentalized, double door Feeder Pillars fabricated out of suitable size angle iron and flats and covered with 2mm thick cold rolled CRCA sheet, weather proof powder coated painting etc., complete with Al. Bus Bar, inter-connection with solid/stranded copper conductor wire/copper strips, glands neutral links, name plate and pad locking facility etc. including the following switchgears etc., complete as required with detailed specification:

6Way FP-TYPE A INCOMING: 160A, 4P, 25KA MCCB with T/M release BUSBARS: 4 Pole, Alum. With heat shrinkable sleeves in following capacities: 200A, 415V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves. OUTGOINGS: 10A, SPN MCB-10KA with T/M protection - 14 Sets 32A, TPN MCB-10KA with T/M protection - 2 Sets 125A, FP MCCB-25KA with T/M protection - 1 Set

6Way FP-TYPE C INCOMING: 100A, 4P, 25KA MCCB with T/M release BUSBARS: 4 Pole, Alum. With heat shrinkable sleeves in following capacities: 150A, 415V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves. OUTGOINGS: 10A, SPN MCB-10KA with T/M protection - 14 Sets 32A, TPN MCB-10KA with T/M protection - 2 Sets 100A, FP MCCB-25KA with T/M protection - 1 Set

6Way FP-TYPE D INCOMING: 63A, 4P, 16KA MCCB with T/M release BUSBARS: 4 Pole, Alum. With heat shrinkable sleeves in following capacities: 100A, 415V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves. OUTGOINGS: 10A, SPN MCB-10KA with T/M protection - 14 Sets 32A, TPN MCB-10KA with T/M protection - 3 Sets

Pipe Earthing : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.

6SWG Earth Wire: Providing & laying earth connection from earth electrode with 6 SWG GI Wire from earth electrode

Erection/Mounting of LV Feeder Pillars on Road Lighting Poles/ any others structures

Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required.

Service Cable Connection : a)Provision of Undergrounding Service Cable including excavation, refilling for each 1-Phase consumers with 2x6Sqmm Al. unarmoured cable in 20mm dia HDPE pipe

b)Provision of Undergrounding Service Cable including excavation, refilling for each 3-Phase consumers with 4x6Sqmm Al. unarmoured cable in 20mm dia HDPE pipe

MISCELLANEOUS WORK

Dismantling of Existing Overhead Network including Overhead line, Conductor, Transformer and DP structure

CIVIL WORKS

Civil Foundation work RMU : a) Earth work in excavation for ordinary rocky soil including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. b)Cement contrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) for foundation, plinth & barricating works c) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement work for RCC raft 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) d) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding etc. e) Centering and shuttering including strutting, propping etc. and removal of form for foundations & barricating works f)Providing 15mm thick cement plaster of mix 1:4 ( 1 cement : 4 fine sand) g)Rough iron and mild steel (using flats square bars tees and channels ladders grills grattings framed window guards iron door opendable or fixed staircase or parapet or any other type of railings gates and tree guards etc. including cost of screws and welding rods or bolts and nuts complete fixed in position. h) Providing and fixing of wire mesh jali around the RMU of size upto 8'x4' made out of wire mesh 1"x1"square including fixing in cement 1:2:4 including welding cutting etc. Complete in all respect i) Provision & fixing of 140mm. dia PVC pipes j) Provisiding & fixing of HT Danger board duly painted with enamel paint.

WORK TOWARDS ENVIRONMENTAL MANAGEMENT PLAN

Pre-Construction Phase

Periodic air quality monitoring during construction stage at construction camp sites, bitumen hot mix plants, crusher plants (if specifically established for Project), at major settlement areas along project road. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8-hour shifts), once

Surface Water quality monitoring during construction phase at locations given. The sampling shall be carried out once and cover all parameters as per IS10500 including heavy metals.

Noise quality monitoring at specified sensitive receptors along Project Road, at construction camp sites, crusher plants (if specifically established for Project), and at major settlement areas along project road. - Each monitoring schedule shall be over a duration of 12 hours (6AM to 6PM), once. The monitoring shall be carried out in accordance with CPCB norms.

Construction Phase

Periodic air quality monitoring during construction stage at construction camp sites, bitumen hot mix plants, crusher plants (if specifically established for Project), at major settlement areas along project road. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8-hour shifts), once in quarter for 21 months except for monsoon season.

Surface Water quality monitoring during construction phase at locations given. The sampling shall be carried out once in quarter for 21 months except for monsoon season and cover all parameters as per IS10500 including heavy metals.

Noise quality monitoring at specified sensitive receptors along Project Road, at construction camp sites, crusher plants (if specifically established for Project), and at major settlement areas along project road. - Each monitoring schedule shall be over a duration of 12 hours (6AM to 6PM), once in quarter for 21 months except for monsoon season. The monitoring shall be carried out in accordance with CPCB norms.

Mackintosh Burn Limited