DEVELOPMENT OF HAORA RIVERFRONT

Amount

SITE CLEARING

Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:- Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge.

Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:- In cement mortar.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sqm and below

Dismantling steel work in built up section in channels, angles, tees, flats including all gusset plates, bolts, nuts, cutting rivets, welding including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge.

Dismantling GS sheet roofing including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge.

Dismantling of Structures 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 Structures 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

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

I. Manual Means B. Bituminous course

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

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. By Manual Means

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil.

Earthwork

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : (-All kinds of soil ) Note: In case the measurement of actual filling is taken to calculate the quantity involved under this item, the entire quantity of filling thus calculated, should not be considered straightway for payment under this item, but the net quantity after deduction 10% quantity for not consolidating the filling under optimum moisture content only should be considered for payment, under this rate, i.e., if the calculated quantity of filling is 10 cum the payment should be made only for 9 cum under this item. (Refer CPWD specification clause 2.10.5).

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil

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.

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, 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. B. By mechanical means ( upto 3 m depth )

Cost of dewatering added as10 per cent of labour & Machinery cost Assessment

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 MoRD Technical Specification Clause 302.3.

Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil In or under water and/ or liquid mud, including pumping out water as required.

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

Extra for additional lift of 1.5m or part thereof (-All kinds of soil )

Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

Brick Aggregate (Single size) : 40 mm nominal size (mix class)

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.

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

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m

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.

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

Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%.

Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion):

(I) Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

(II) Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m

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

Carriage of Material

Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed slag, Stone for masonry Work by Mechanical Means including a lead upto 30 m by Mechanical means

Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed slag, Stone for masonry Work by Manual Means including a lead upto 30 m Manual Means

Carriage of materials by Mechanical Transport including loading, unloading and stacking

Lime, moorum, building rubbish (Upto 5 Km)

Lime, moorum, building rubbish (Upto 5 to 10 Km)

Earth -Upto 5 KM

Earth - 5 to 10 KM

Haulage of materials by tipper / truck excluding cost of loading, unloading and stacking.

Case- I: Surfaced Road

Case-II : Unsurfaced road

Cement Concrete Work

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

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

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

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

Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns.

PILE WORK

Boring, providing and installation of bored cast-in-situ grouted unreinforced micro-piles of 200 mm diameter and length 15 m below the ground level for slope stabilization, including the cost of boring, providing and installing the permanent liner of ERW pipe of outer dia 200 mm and thickness 6 mm for whole pile length, grouting the bored hole at pressure of 10 bar with cement grout, including the cost of material for grouting (of proportion 50 kg of cement, 16 litre water and 0.225 kg of admixture) .

Boring, providing and installation of bored cast-in-situ grouted reinforced micro-piles of 300 mm diameter and length 10 m below the ground level, for slope stabilization and structural strengthening, excluding the cost of reinforcement bar but including the cost of boring, providing and installing the permanent liner of ERW pipe of outer dia 300 mm and thickness 6 mm for whole pile length, grouting the bored hole at pressure of 10 bar with cement grout and installing the steel reinforcement bar at the centre of pile, including the cost of material for grouting (of proportion 50 kg of cement, 16 litre water and 0.225 kg of admixture) .

Reinforced Cement Concrete work

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level: 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. All works upto plinth level Reinforced cement concrete grade M-30.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. All works upto Floor five level Reinforced cement concrete grade M-30.

Foundation:- Reinforced cement concrete in 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)

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-For height upto 5 m with, batching plant, transit mixer and concrete pump)

Super Structure - Plain/ Reinforced cement concrete in superstructure including all formworks 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)

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

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer- in-charge.

Supplying and fixing of Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars for reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.

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.

Centering shuttering including struttings, propping etc. and removal of form work for:

Foundations, footings, bases for columns etc. for mass concrete with timber plank

Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply

Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

Circular Columns with ply shutters

Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply

Stairs (excluding landings) except spiral-staircases with wooden plank

Brick Work

First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).

First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Brick masonry work in cement mortar in foundation complete excluding pointing & plastering as per drawing & MoRT&H technical specifications clause 1300. (Brick masonary in 1:4 cement mortar)

Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-

Gabian Structures

Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into lm compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire. as per drawing and MoRT&H Technical specifications clause 2503.3.

Laying of s geotextile 120 gsm non woven memrance, 100% polyester of thickness 1 to 1.25 mm between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the pitching with cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per drawingh and MoRT&H technical specifications clause 700, 2504 bonded to the memrance with intermittent touch by heating the membrane by butane torch as per manufactures recommendation.

Providing and construction of a gabian facia with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3.

Cement Plaster

12 mm cement plaster of mix: (Cement mortar 1:4 (1 cement : 4 fine sand)

20 mm cement plaster of mix :: (Cement mortar 1:4 (1 cement : 4 fine sand)

Painting

Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 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

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

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.

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]

Waterproofing Work

Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with : Cement mortar 1:3 (1 cement : 3 fine sand)

Flooring Work

Providing and fixing rectified glazed wall tiles 300 x 450 mm or more conforming to IS : 15622 - 2017 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.

Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.

Mat Finish Tiles Ceramic Tiles 1st quality 400 x 400mm in all shades and designs

Anti-Skid Tiles Ceramic Tiles 1st quality 400 x 400mm in all shades and designs

Providing and fixing stone slab with table rubbed, edges rounded and polished of size 75x50 cm deep and approved thickness fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth including rubbing, curing etc. complete at all levels as required (measurement should be of exposed finished work):- Granite of any colour and shade duly approved of 14 mm thick (75 x 50 cm).

Providing and Installing 30mm thick Cement Concrete Jaali as per Approved design and Pattern with all work complete

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.

Architecture Work

60mm thick Factory made interlocking Paver Block of M-30 Grade. Providing and Laying 60mm thick factory made paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with fine sand etc. complete as per specification and approval/direction of the Engineer-in-charge.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 fine sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineerin-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.

Red Sand Stone

Providing and laying 25mm thk EPDM Rubber Flooring in required design and patterns as per architect approval. Material: 2 layered, water permeable all-weather surface made of structural sprayed polyurethane lay on an in-situ polyurethane bonded rubber granulate sub-base.Thickness:14 mm (12mm SBR Base Layer + 2mm Spray Coat top with EPDM Granules). In Mixed Colour as per approved by Architect and Engineer-in-Charge.

Providing and laying of concrete grass paver of size 300 mm X 300 mm X 30 mm of stone effect finish anti-skid fixed firm base of ground as per detail describe in drawing and as approved by Architect.

Natural Stones- Pebbles: Providing and laying 15 mm to 80 mm white quartz pebbles stone as laid as per drawing as approved by Architect.

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.

Providing & fixing in position Phenol bonded Bamboowood flooring (in 3 Decks and 2 Pedestrian Bridges) with planks of sizes 14mm thick, 1800mm length (minimum) and 130 mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded poly ethylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge.

Structural Steel

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:- In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.

Providing, fabricating, transporting, assembling and erection in position of Steel members for steel colunms, built up beams using structural tubular sections (round, square or rectangular hollow tubes etc. confirming to IS 4923 / IS 1161, Yield strength 310 MPa as per latest IS Code) to the required profile & shape as called for as per the drawing & specifications and of approved make including the shear connectors /studs and fusion weld to top of horizontal member. This item also includes prepration of shop drawings and their approval, necessary templates, adequate temporary supports, scaffolding & staging, all cutting, grinding, sliding & all labour tools, plants & equipments & operations etc. required to complete the job as per drawing & specification. Every precaution to be taken to prevent rusting of sections. This item also includes all test on materials & welded fabricated parts as per specification and direction of Engineer-in-Charge. Temporary bolts & nuts ( grade EN 8 ) to be used during assembling & shall be removed before site erection. All site erection bolts shall be HSFG type only. The item to include cost of sand blasting on materials, application of primer and epoxy paint in internal & external in fabrication shop & final painting on site including all touch up works after erection as per technical specification.

Supply and fabrication of mild steel of IS:2062 structural steel work at fabricators workshop comprising of main truss, cross girders, deck stringers, wind bracings, kerb channel, jacking beams, connecting plates and other members and delivered at bridge site in undamaged condition including straightening, descaling, degeasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts and nut etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc. complete as per MoRT&H technical specification clause 1900 and as directed by the Engineer-in-charge

Taking delivery of fabricated steel work leading to and at site a necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in all respect including transportation and handling in and arround site, as per approved drawings and specifications including supply of all fasteners, painting of all exposed surfaces of steel work after erection with one site coat of red lead primer paint conforming to IS-102 and two coats alumunimium paint conforming to IS-2339 including all labour, consumables and other materials, mechinery, tolls and tackles complete as per MoRT&H technical specification clause no. 1900 and as directed by the Engineer-in-charge.

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80mm thick with zinc coating not less than 275gm/m2

Wire Mesh

Providing and installing Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia. of wire 0.63 mm as per direction of Engineer-in-Charge.

Providing and placing in position Heavy Duty Ductile iron Grating of size 450mm x 750mm 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.

Bamboo Shoring

Single bamboo palasiding / walling of whole 2nd class bamboo ( Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in there rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification clause 1302.5.

A) Driven at least 900 mm below ground and 1200 mm above ground on average

Weep Hole

Providing weep holes in brick masonary / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/Cm^2 pressure) extending through the full width of the structures with slope of 1 (V) : 20 (H) towards drawings face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.

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).

Bearing and Expantion 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.

Roofing

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:

Single socketed pipe - 110 mm OD

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:

(I) Coupler (110 mm)

(II) Single equal tee without door (110x110x110mm)

(III) Single equal tee with door (110x110x110mm)

(IV) Plain shoe (110mm)

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete. (110mm)

Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete. (100mm)

Sanitary Works

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid.

Providing and installing health faucet as per direction of Engineer-in-Charge.

Providing and Fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required :

(I) Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.

Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:

(I) Flat back wash basin of size 550x400mm.

Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colours weighing not less than 105 gms.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

(I) Semi rigid pipe 40 mm dia

Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 6 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:

(I) Single socketed pipe - 110 mm OD

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:

Coupler (110 mm)

Single equal tee without door (110x110x110mm)

Single equal tee with door (110x110x110mm)

Double equal junction of required degree without door (110x110x110 x110 mm)

Double equal junction of required degree with door (110x110x110 x110 mm)

Bend 87.5° (110mm)

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water, soil, waste & vent pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.

Slotted cowl (terminal guard ) 100 mm dia fixing as per direction of Engineer-in-Charge

Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 4 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:

Single socketed pipe - 110 mm OD

Water Supply

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. (External work)

(ii) 32 mm nominal outer dia .Pipes.

(iii) 25 mm nominal outer dia .Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the wall etc.)

20 mm nominal outer dia .Pipes.

15 mm nominal outer dia .Pipes.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

BIO DIGESTER TANK

Providing and Installasion of Bio-Digester System of Size 3000 Lt as per the Direction of Engineer-In-Charge

Floating Trash Barrier

Providing and Installasion of floating trash barrier with anchors of length 54 meter as per the Direction of Engineer-In-Charge

Silt Fencing

Provision of silt fencing along the river strectch during construction.

Door & Windows

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineer­in­charge. (Glazing and paneling and dash fasteners to be paid for separately)

For fixed portion of approved quality:

Powder coated aluminium (minimum thickness of powder coating of 50 micron).

For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately):

Powder coated aluminium ( minimum thickness of powder coating of 50 micron).

Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item):

With float glass panes of 5.5 mm thickness ( weight not less than 13.50 kg / sqm)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embrossed on the body / plate with double spring mechanism and door weight upto 125 kg. for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece MS sheet outer box with slide plate etc. complete as per direction of the Engineer-in-charge:

With stainless steel cover plate minimum 1.25 mm thickness

Filling the gap in between aluminium frame and adjacent RCC/brick work by providing weather silicon sealant over backer rod of approved quality etc. complete as per architectural drawing and direction of the Engineer-in-charge: (i) Upto 5 mm depth and 5 mm width.

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19×19mm MS square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall usuing MS screws of 65/100 mm size complete as per manufacturers' specification and direction of Engineer-In-Charge.

Providing and fixing to existing door frames.

30mm thick factory made solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, top & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel of size 30mm thickness, 110mm width out of which 90mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 110mm wide PVC sheet out of which 90mm shall be flat and 20mm shall be tapered on the inner side to form top and bottom rail and 130mm wide PVC sheet out of which 90mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-incharge, manufacture’s specification & drawing.

Road Work

Prime Coat 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 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

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 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 respect.

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.

Wet Mix Macadam Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per MoRD Technical Specification Clause 406. By Mechanical means with lead of 1km

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. i) For Grading- I Material

Subgrade Construction of subgrade and earthen shoulders 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 MoRD Technical Specification Clause 303.1.

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 drawings & MoRT&H technical specifications Clauses 408. Using Concrete Mixer

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on New Work 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/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702.

Printing New Letter and Figures of any Shade 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 1701.

i. Hindi Fonts

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

Road Studs Providing and fixing of road stud 100 x 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 encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 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 (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801.

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

iii) 600 mm circular - No parking/No stopping/Speed limit/Pedestrian lane/No overtaking

Direction and Place Identification Signs with size more than 0.9 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exceding 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 (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and MoRD Technical Specification Clause 1701.

Road Delineator 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.

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Technical Specification clause 1701.

Landscape

Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.

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

Rough dressing the trenched ground including breaking clods.

Fine dressing of the ground.

Mixing and spreading of good soil and mannure

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

Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-in-charge

Cow Dung Manure

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).

Grassing

Supplying & Stacking of Stenotaphrum secundatum Grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of Engineer in charge.

Grassing with Zoysia tenuifolia grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).

In rows 5 cm apart in both directions

Grassing with Cynodon dactylon grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).

In rows 5 cm apart in both directions

Grassing with Festuca arundinacea grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).

In rows 5 cm apart in both directions

Supplying & Stacking of Festuca arundinacea Grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of Engineer in charge.

Shrubs, Hedges and groudcover plantation

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)

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

Shrubs Plant

Supply and stacking of Shrubs/ Ground-cover species

Supply and stacking of plant Lantana blue of height 90-105 cm. Bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Supply and stacking of plant Lantana White of height 90-105 cm. Bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Supply and stacking of plant Lantana purple of height 90-105 cm. Bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Supply and stacking of plant Lantana red of height 90-105 cm. Bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Wadelia trilobata,full of leaves in 15 cm size of Earthen Pot / Plastic Pot.

Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Iresine herbstii, of height 20-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the Engineer-in-charge.

Providing and stacking of Ipomea (Golden leaves),with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Hamelia patens of height 90-105 cm. bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Chlorophytum-variegated, full of leafy suckers in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the Engineer-in-charge.

Providing and Displaying Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot and as per direction of the Engineer-in-charge.

Providing and stacking of Rose floribunda of height 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Ocimum tenuiflorum of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the Engineer-in-charge.

Providing and stacking of Peppermint Mentha of height 90-105 cm. bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Cymbopogon of height 90-105 cm. bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Aloe Vera of height 90-105 cm. bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the Engineer-in-charge.

Providing and stacking of Ipomea (Golden leaves),with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Hymenocallis littoralis, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Ophiopogon jaburan ( variegated ),full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the Engineer-in-charge.

Providing and stacking of Asparagus marrie, well developed 15 to 20 leaves, full of branches and foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and Displaying Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm Cement Pots as per direction of the Engineer-in-charge.

Supply and stacking of plant Lantana camera of height 90-105 cm. Bushy in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Mussaenda erythrophylla (Rosea) of height 60-75 cm. multi branched in earthen pots of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Juniperus prostrata with 5 to 6 latral branches and green foliage in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Rhoeo multicolour of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Wadelia trilobata,full of leaves in 15 cm size of Earthen Pot / Plastic Pot.

Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the Engineer-in-charge.

Providing and stacking of Rhoeo trocolour , having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge..

Providing and stacking of Hymenocallis littoralis , having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge.

Providing and displaying of Raphis palm having ht. 75 cm to 90 cm with 12 to 15 equal suckers, well developed, full of fresh & healthy leaves from bottom to top in 25 cm size Earthen pot/Plastic pot & as per direction of the Engineer-in-charge.

Tree Plantation

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :

Holes 60 cm dia, and 60 cm deep

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

Tree Plant

Tree Species

Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the Engineer-in-charge.

Providing and stacking of Artocarpus chaplasa of height 75 cm. in bag of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Tamarindus indica (Imli) of height 120-150 cm. in big polybags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Michelia champa (Golden Champa) of height 90-105 cm. in earthen pots of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Tectona grandis (Teak) of height 150-165 cm. in big polybags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags.

Providing and stacking of Millingtonia hortensis of height 150-165 cm. in big poly bag of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Mussaenda erythrophylla (Rosea) of height 60-75 cm. multi branched in earthen pots of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the Engineer-in-charge.

Providing and Displaying of Schefflera green 3 in 1 well developed with fresh, healthy and attractive foliage from having 45 cm to 60 cm ht. in 25 cm size Earthen pot/Plastic pot/as per direction of Engineer-in-charge.

Providing and stacking of Dalbergia sissoo of height 120-135cm. in big poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Gmelina arborea of height 75 cm. in bag of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Tamarindus indica (Imli) of height 120-150 cm. in big polybags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Artocarpus chaplasa of height 75 cm. in bag of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Pterocarpus marsupium of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Shorea robusta of height 90-105 cm. in earthen pots of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Melocanna baccifera of height 120-135 cm. in big poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Acacia of ht 150-165 cm in bag size of 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Melocanna baccifera of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the Engineer-in-charge.

Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the Engineer-in-charge.

Providing and Displaying Melocanna baccifera (Muli baas) with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type plant well developed in 50 cm polybag as per direction of the Engineer-in-charge.

Providing and stacking of Areca Catechu (Supari), having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage in in big poly bags of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the Engineer-in-charge.

Providing and stacking of Tecoma Gaudichaudi of height 90-105 cm., bushy in big size HDPE bag as per direction of the Engineer-in-charge.

Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type plant well developed in 50 cm polybag as per direction of the Engineer-in-charge.

Other Architecture Works

Providing and installation of Shoulder Wheel GYM Dimension:- 0.90 X 0.60 X 1.65 m.Max user weight 110 Kg.

Providing and installation of Mini Ski & Waist Twister GYM Dimension:- 1.25 X 1.40 X 1.65 m.Max user weight 120 Kg.

Providing and installation of Double Sit & Pull GYM Dimension:- 2.50 X 0.75 X 2.22 m.Max user weight 110 Kg.

Providing and installation of Double Mini Ski GYM Dimension:- 1.15 X 0.85 X 1.65 m.Max user weight 110 Kg.

Providing and installation of Double Air Walker GYM Dimension:- 2.40 X 0.70 X 1.50 m.Max user weight 110 Kg.

Providing and installation of Squat Pushing GYM Dimension:- 2.20 X 0.42 X 1.72 m.Max user weight 120 Kg.

Providing and installation of Elliptical Cross Tariner GYM Dimension:- 1.30 X 0.50 X 1.82 m.Max user weight 110 Kg.

Providing and installation of Horse Rider GYM Dimension:- 0.97 X 0.51 X 1.02 m.Max user weight 110 Kg.

Providing and installation of Cycle GYM Dimension:- 0.90 X 0.61 X 1.35 m.Max user weight 110 Kg.

Providing and installation of Shoulder Press Double GYM Dimension:- 2.47 X 0.75 X 2.25 m.Max user weight 110 Kg.

Providing and installation of Chest Press Double GYM Dimension:- 2.45 X 0.75 X 2.25 m.Max user weight 110 Kg.

Outdoor Exercise Equipemnt

Providing and installation of Economic Slide 8 Ft. LDimension - 4 x 0.8 x 2.6 m. (13 x 2.6 x 8.5 ft.)

Providing and installation of 4 Seater MGR Dimension - Dia 1.2 H 0.76 m. (Dia 4 h 2.5 ft.)

Providing and installation of Single Bar See-Saw dimension - 2.5 x 0.76 x 0.72 m. (8 x 2.4 x 2.3 ft.)

Providing and installation of Monkey Bar ClimberL Dimension - 3.1 x 0.9 x 2.4 m. (10 x 3 x 8 ft.)

Providing and installation of 2 Seater Swing Dimension - 4.6 x 1.6 x 0.8 m. (15 x 5 x 9 ft.)

Providing and installation of Duck Rider Dimension - 0.7 x 0.2 x 0.7 m. (2.2 x 0.6 x 2.2 ft.)

Providing and installation of Horse Rider Dimension - 0.8 x 0.2 x 0.7 m. (2.6 x 0.6 x 2.2 ft.)

Providing and installation of Hex Multi Play System Dimension - 6 x 6 x 3.3 m. (19.7 x 19.7 x 11 ft.)

Providing and installation of Delux Multi Play System Dimension - 3.7 x 6.4 x 4 m. (12 x 21 x 13 ft.)

Outdoor Play Equipment

Badminton court of Size 6.1MX13.4M of 5.5mm PVC Flooring with wear layer of 1.8mm fixed over compacted surface. There shall be 2 post with net for the badminton court

Adventure Rides and Zipline Adventure

Providing and Installing Electric Sourced Sun and Moon Ride, Paint coated with all work complete

Providing and Installing Electric Sourced Carousel Ride, with Big Horses- 6 Nos, Small Horses- 8 Nos, Chariots- 2 Nos with all work complete

Providing and Installing single wire zip line with strong and long-lasting structure. Zip line for Children's adventure playgrounds, Canopy tours and adventure zip-lining. Our zipline consists of a pulley suspended on a cable, made of stainless steel 12-14mm upto 100m Length. The Zipline includes Harness, Pully, Carabiner Helmet,Mittion,Short Sling with all work complete

Other Items

Providing and installation of swing type 60-80L SS Pole Mounted Outdoor Dustbin complete ,Steel Grade SS 202 Silver color, Matte finish.Sample should be approved by Landscape Architect before execution.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area not exeeding 0.9 sqm supported on 2 inch dia GI Pipe 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 bellow ground level as per approved drawings and MoRD Technical Specification Clause 1701.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exeeding 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 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and MoRD Technical Specification Clause 1701. (Size of Signage 1.2m W x 0.9m H)

Bench- Constructing Cast-in-Situ bench of size 2000X450X450, with all work complete

Supplying & installation of Outdoor Bench back rest having dimension of- 475(H) x 2100(L) x 635 (W) made out of Bamboowood (made in India) with side base of concrete, having Performance Appraisal Certificate issued by Building Materials & Technology Promotion Council (BMTPC) and GRIHA certified. Bamboowood shall have minimum density of 1000 Kg/cum & Minimum Hardness of 1000 Kgf, in approved design & finish as per direction of engineer in charge & landscape architect.

Supplying of Outdoor Bench without back rest having dimension of- 475(H) x 2100(L) x 635 (W) made out of Bamboowood (made in India) with side base of concrete, having Performance Appraisal Certificate issued by Building Materials & Technology Promotion Council (BMTPC) and GRIHA certified. Bamboowood shall have minimum density of 1000 Kg/cum & Minimum Hardness of 1000 Kgf, in approved design & finish as per direction of engineer in charge.

Supply and installation of Bamboo Kiosk (12 feet L x 12 feet W x 12 feet H) including foundation. Whole structure will rest on RCC Pedestals of size 400 x 400 mm with footing pad of 1000x 1000x 250mm with PCC of M 15 below it also the footing will be below 1.2 mts from Ground level and accessories for installation. Also Providing 600mm counter and Door for security

Supply and installation of food kiosk made of Wood: Russian Pinewood Wall Thickness: 36mm Roof Height: 9.5' Base Frame: 145mm x 36mm with ACQ Treatment Floor Board Thickness: 25mm Deck Floor Board Thickness: 25mm with ACQ Treatment Roof Beam: 145mm x 36mm Roof Board Thickness: 18mm Waterproofing: Membrane Roof Tiles: 2.5mm Asphalt Cut Shingles (Asian Red)

Providing and Fixing 3 Nos. Trellis in Zone-4 Health Park, Size 4m dia as per design.Specification of Pine wood timber planks, fischer bolt fixing including polish and painting as per approved drawings, design and direction of Engineer-in-charge.

Providing and Fixing 6 Nos.Trellis in Zone-4 Health Park Bird Aviary, Size 5mX3m as per design.Specification of Pine wood timber planks, fischer bolt fixing including polish and painting as per approved drawings, design and direction of Engineer-in-charge.

Providing and Fixing 1 Nos.Trellis in Zone-10B Park-3, Size 10mX6m as per design.Specification of Pine wood timber planks, fischer bolt fixing including polish and painting as per approved drawings, design and direction of Engineer-in-charge.

Making stainless steel 304 grade sculpture 60mm dia pipe (16 numbers pipe ) and resin hand sculpture with music instument upto 2m(h) , total height of sculpture is 3m. Top opening 900mm middle max 2000mm & base 1500mm. As per drawing. (Note: pedestal work not in our scope ) in Zone-2 Children Park.

Outdoor Stainless Steel Sculpture(Wind Spinner) with M.S Base. Pole Length :20 feet (2 mm) Spinner Diameter: 5 feet MOC: SS 304 Finishing: Mirror Finished in Zone-3 Crematorium

Battery Operated Golf Cart, Vehicle Capacity: 500 Kg, 80 Km At One Time Full Charged (Two at Dashami Ghat and Two at Fun and Food Village) with charging facility at Zone-5 Parking.

Providing Cycle of Model No. 26TX4 Hero Big Daddy of Hero Company or Equivalent

Providing Bicycle Rack of Stainless Steel in Spiral Cycle Shape

Electrical

Lighting

Supply, installation, testing & commissioning of following 230-250V lighting fixtures (with suitable controlgear, electronic controlgear for LED) etc. including necessary accessories, lamps, wiring connection chain, down drops, supports etc.

25W led post top with 4m decorative pole, Bajaj Model No. BGCTN 25W LED WW (Warm White Colour) or equivalent.

18W led downlight, Bajaj Model No. Bajaj model No.BGSLO Sleek 18 WH RD or equivalent (landscape).

80W LED floodlight with 8m pole, Bajaj Model No.BJFL 80W LED I or equivalent.

200W LED floodlight with 16m high mast, Bajaj Model No.BJFL 200W LED Ior equivalent.

300W LED floodlight with 16m high mast, Bajaj Model No. BJFL 300W LED WHMB or equivalent.

18W Surface mounted downlight, Bajaj Model No. BGSLO Sleek Surface 18W WH RD LED or equivalent.(Indoor)

20W Surface mounted downlight , Bajaj Model No.BCLAB SP 22L LED CW PC SD or equivalent.

25W 5m LED strip with driver, Bajaj Model No. .nxt 25W Professional LED Strip IP65 WH or equivalent.

Supply, Installation, Testing and Commissioning of 4 meter height Decorative poles complete with mouting base plate. The pole RAL clolor should be match with Post lamp RAL., Bajaj Model No. DARRANT or equivalent.

Supply of octagonal pole 8 mtr. along with foundation bolts and 2 arms

Supply of octagonal pole 8 mtr. along with foundation bolts and 3 arms

Supply of 16 mtr assymetric HM Mast with foundation bolts, all accessories, single dome LED aviation lamps and 32A feeder panel

Main LT Panel for Zone -1 & 2- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Main LT Panel for Zone -4- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Main LT Panel for Zone -5- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Main LT Panel for Zone -6- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -1 &2- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -4- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -5- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -6- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -7A- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -7B- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -7C- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -9A (Horticulture) - Outdoor Type IP 65 double door DB . Refer SLD for more details.

Outdoor Feeder Panel for Zone -10B- Outdoor Type IP 65 double door DB . Refer SLD for more details.

Supply, testing, tagging, laying and commissioning following sizes of 1100 Volt grade, XLPE / PVC insulated multistrand Al. / Cu. Conductor armoured / unarmoured cables (As Per IS 1554 & IS 7098) in readymade RCC trench, in provided PVC pipe, RCC pipe hume pipe, on provided cable trays / ladders etc. as. required complete with clamps, hardware for fixing tagging, identification etc.

1.1kV, 1RX3.5CX95SQMM. AL, XLPE Armoured Cable

1.1kV, 1RX3.5CX70SQMM. AL, XLPE Armoured Cable

1.1kV, 1RX3.5CX35SQMM. AL, XLPE Armoured Cable

1.1kV, 1RX3.5CX25SQMM. AL, XLPEArmoured Cable

1.1kV,1RX3.5CX10SQMM. AL, XLPE Armoured Cable

1.1kV,1RX4CX4SQMM. Cu, XLPE Armoured Cable

1.1kV,1RX4CX2.5SQMM. Cu, XLPE Armoured Cable

1.1kV,3C x 2.5 Sq.mm. Cu, Un-armoured Flexible cable

Supply, Installation, Testing of End termination for above cables including supply of Brass heavy duty, double compression glands, Al/ Cu lugs, consumable like insulation adhesive tape etc. as required.

1.1kV, 1RX3.5CX95SQMM. AL, XLPE Armoured Cable

1.1kV, 1RX3.5CX70SQMM. AL, XLPE Armoured Cable

1.1kV, 1RX3.5CX35SQMM. AL, XLPE Armoured Cable

1.1kV, 1RX3.5CX25SQMM. AL, XLPE Armoured Cable

1.1kV,1RX3.5CX10SQMM. AL, XLPE Armoured Cable

1.1kV,1RX4CX4SQMM. Cu, XLPE Armoured Cable

1.1kV,1RX4CX2.5SQMM. Cu, XLPE Armoured Cable

1.1kV,3C x 2.5 Sq.mm. 2XWY

Supply installation, testing and commissioning of outdoor type 3 way Junction box with terminal arrangement for 4Cx6, 4CX10 Sq.mm. cable. Junction boxes should be with IP 67 Protection.

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.

SITC of Earth conductor of the following sizes to be laid in ground / in cable trays, jointing by welding, connecting to equipments, painting to welded portion by black bitumen paint and with all necesary hardware. For outdoor areas excavation, backfilling and removal of excess soil etc.

50 x 6mm GI Strip

25x 6mm GI Strip

8 SWG GI wire

Supply, installation & testing of Earthing with 40mm dia G.I. Earth Pipe (medium gauge) 4.5 mtr long complete with masonary enclosure on top CI cover plate size 12"x12" having locking arrangement including CC work , holes on earth pipe etc. as required. alongwith Extra for using 5kg salt and charcoal (46Kg) for pipe earth electrodes as required

Supply, installation & testing of Earthing with copper plate 600mm x 600mm x3mm thick i/c accessories and providing masonary enclosure on top CI cover plate size 12"x12" having locking arrangement including CC work , holes on earth pipe etc. as required. alongwith Extra for using 5kg salt and charcoal (46Kg) for pipe earth electrodes as required

Supplying, installation, testing and commissioning of Air Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f. 1) M.S. Fabricated base frame., 2) M.S. fuel tank of required capacity., 3) Residual Silencer. 4) Standard Control Panel. 5) Suitable batteries with lead., 6) First fill of lube oil. 7) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the Technical Specification as per manufacturer. Refer Specification for the details

DG Set (5kVA) with AMF Panel

Point Wiring

Wiring for light/fan/exhaust fan/call bell point with 2x1.5 sq. mm. P.V.C. insulated copper conductor cable (FR) in pvc conduit (Medium gauge) reessed in slab / wall complete with 6/10 amp modular type switch, switch board, cover plate, GI box including necessary connection etc. as required.

Wiring for circuit/ Sub main wiring with the following sizes PVC insulated copper conductorcable (FR) in PVC conduit (medium gauge) recessed in slab/ wall etc. as required.With 2 x 2.5 sq. mm. + 1x1.5 sq. mm.

Providing and fixing of 3 pin 6/10 apms plug point with modular type 6/10 amps switch and socket including connection with 2 x1.5 sq. mm. PVC insulated Copper conductor cable (FR) on modular concealed switch board with cover plate earthing the 3 rd pin etc. as required.

Providing and fixing of 3/6 pin 16/20 apms plug point with modular type 16/20 amps switch and socket including connection with 2 x2.5 sq. mm. PVC insulated Copper conductor cable (FR) on modular concealed switch board with cover plate earthing the 3 rd pin etc. as required.

Supplying & installation of 400mm sweep AC wall mounting fan with metal blade including connection as required.

Supplying & installation of 300mm sweep 900 rpm metallic body exhaust fan including connection as required.

Supplying & installation of 1200mm sweep white colour AC ceiling fan capacitor type double bearing complete with 300 mm down rod, canopies, shaclles, 3 nos blades, including wiring the down rod with 2x1.5 sqmm PVC insulated copper conductor cable (FR) conforming to IS 374 (1979), BEE 5 star.

OPERATION AND MAINTENANCE

Operation and Maintenance for Civil Works-Painting

Painting of exterrior painting, structural steel painting, Insite painting work on Third (3rd) and Fifth (5th) years

For third year

Exterior Paint

Synthetic Enamel Paint

For Fifth year

Exterior Paint

Synthetic Enamel Paint

Oil Bound Washable distemper

Fixtures for water supply and plumbing work

Fixtures for water supply and plumbing work

Operation and Maintenance for Erosion Works

Erosion Protection Work

For third year

Survey

Gabion Structures

Non-Woven Geotextiles

For Fifth year

Survey

Gabion Structures

Non-Woven Geotextiles

Operation and Maintenance for Roads

For first year

For second year

For third year

For fourth year

For fifth year

Operation and Maintenance for Storm Water Drain & Culvert

For first year

For second year

For third year

For fourth year

For fifth year

Operation and Maintenance for Architectural Works

For first year

For second year

For third year

For fourth year

For fifth year

Operation and Maintenance for Landscape Works

For first year

For second year

For third year

For fourth year

For fifth year

Operation and Maintenance for Electrical

For first year

For second year

For third year

For fourth year

For fifth year

Manpower Requirement during Operation and Maintenance Period

Manager - 1 No. for five years

Administrative Oficer - 2 Nos. for five years

Security Guard - 4 Nos. for five years

Gardener - 4 Nos. for five years

Sweeper - 3 Nos. for five years

Cleaner - 3 Nos. for five years

Electrician - 1 No. for five years

M.P.KHAITAN