Rejuvenation of Jheel Area

Amount

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

Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs and 0.14 cumecs disposal of excavated earth etc. in ordinary soil including rough dressing with initial lead of 10M and lift of 1.5M as per specification and direction of E/I

Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M. Including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.

Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I.

E/W in excavation of cut-off trenches by hydraulic M/C in grade A&B type of soil including morroum soil, soil mixed with kankar, pebbles and boulders up to 300mm size and disposal of the same beyond 1/2 km up to 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.

Supplying and laying sand filter blanketing in slope portion of the dam as per designdrawing with watering, compaction including cost of sand, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Supplying and laying boulder in rock toe, heel trenches of the dam as per design drawings including the cost of material royalty and all taxes etc. but excluding thecost of carriage all complete as per specification and direction of E/I.

Earth work in filling in foundation trenches and back filling of structure-do-with semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I.

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.)

Centring and Shuttering- Column/foundation/beam/roof /slab

Reinforced cement concrete work in beam, suspended floors,roofs having slope up to150 landings,balconies,shelves, chajjas,lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up to floors five level,excluding the coast of centering,shuttering,finishing and reinforcement ,with 1:1.5:3(1 cement :1.5 coarse sand (zone III) :3 graded stone aggregate 20 mm normal size).

Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)

Contuction of un-reinforced,dowel jointed,plain cement concrete pavement over a prepared sub base with approve grade cement @400kg per cum,coarse and fine aggregate conferming to is 383 maximum size of coarse aggregate not exceeding 25mm mixed in a batching and plant as per approved mix design , transported to site ,laid with a fixed form or slip form paver ,spread,compacted and finished in a continuos operation,including provision of contraction,expansion,construction and longitudinal joints, joint filler,seperation membrance,sealant primer,joint sealant,debonding strip,dowel bar,tie rod,admixtures as approved curing compound ,finishing to lines and grades as per drawing.

Close timbering in trenches including strutting, shoring and packing cavities (when ever required) depth not exceeding 1.5 M complete as per specification and direction of E/l.( Measurement to be taken of the face area timbered )

Labour for laying, fitting and fixing NP2 R.C.C. spun pipe with collars in lines, level and grade and providing approved jointing materials and joints properly filled to make them leak proof including providing sight rails, bonning rod, night guard, red light and barrier etc. all complete as per specification and direction of E/l.900/1000 mm dia RCC spun pipe up to 3 m depth of invert below GL

Supplying labours, tools and tackles for testing of laid, R.C.C. spun pipes upto specified lead of water all complete as per specification and direction of E/l. (Water to be supplied free of cost departmetally)

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

Extra for earth work in hard soil as per specification and direction of E/I (Vide classification of soil item_B)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

1:2:4(1 cement :2 coarse sand (zone=lll):4 grade stone aggregate 40 mm norminal size)

Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.

Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I.

Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering ,finising and reinforcement- all work up to plinth level,1:1.5:3(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm normal size).

Providing & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 75 mm dia for weep hole.

Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :

Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :

Reinforced cement concrete work min wall (any thikness), including attached pilasters,buttresses,plint and string courses,fillets,column,pillars,piers,abutments,posts and struts etc. above plint level up to floor five level, excluding cost of centering, shuttering ,finishing and renforcement: 1:1.5:3( 1 cement : 1.5 coarse sand (zone-III) :3 grade stone aggregate 20 mm normal size).

Providing TMT reinforcement of 10mm, dia rods as per approved -do-TMT Fe 500(only valid for tata,sail,jspl,electrosteel,bokaro and vizag)

Providing TMT reinforcement of 12mm,16mm & 20mm dia rods as per approved -do-TMT Fe 500(only valid for tata,sail,jspl,electrosteel,bokaro and vizag)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering .all work up to plinth level:1:2:4 (1 Cement ;2 coarse sand (zone-III):4 grade stone aggregate 20 mm normal size)

Reinforced cement concrete work in arches,archribs, domes , vaults,shells,folded plate and roofs having slope more than 150 up to floor five level, excluding the cost of centering, shuttering, finishing and renforcement, with 1:1.5:3(1 cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20mm normal size).

Roof slab

Providing designation 75 A brick work in C.M. (1:3) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I

Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I

Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

Supplying and laying sand filter blanketing in horizontal portion of the dam as per designdrawing with watering, compaction including cost of sand, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Supplying and laying gravel filter (size 5mm to 15mm) in filter blanket and in the toe drain ( in horizontal portion ) of the dam as per design drawing including cost of sand, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

Providing designation 75 A brick work in C.M. (1:3) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)

Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), 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).

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading , premixed with bituminous [email protected] percent of mix and filler,tranporting the hot mix to work site, laying with a hydrostatic paver finisher with senser 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.

Dismantling of pole/ street light standard/ strut embedded in brick ballast foundation etc. as required.

Erection of pole top/ straight two wire/ V shape two wire, angle iron/ channel iron, cross arm on steel tubular/ rail/ PCC pole for 11/22/33 KV as required.

S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover, IP 66 Protection, LUMINOUS EFFICARY > 110 LM/W, with lens in existing pole / pipe for supply voltage 100-270 AC, 50HZ. Luminarie shall be confirm to IS: 10322 part-5 / section -3 and shall be complete with all neccssary accessories as required

Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern

Construction of granular sub base by providing close graded material mixing in a mechanical mix plant at OMC ,carriage of mix material to work site ,spreading in uniform layers with motor grader on prepared suface and compacting with vibratory power roller to achieve the desire density ,complete as per clouse 401.

Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

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).

Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm

Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

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).

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

Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe 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 finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable 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)

Providing and Displaying Golden Bottle brush Topiary well developed with fresh & healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge

Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-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 officer-in-charge.

Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.

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

Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Foxtail palm of ht. 120-150 cm bottom girth 15- 20 cm well developed in big poly bags of size 25 cm as per direction of the officer-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 officer-in-charge.

Providing and stacking of Thuja compacta of height 75-90 cm., conical shaped, well formed with healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge.

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) 2.57.1 Trees Plant

Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) Open spaces(as per yard stick 1Mali =3.00Acre).

Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge.

Non-Schedule item ( inclusive of GST)

Shoulder Wheel PRODUCT AREA :- L x W x H 590mmx790mmx1700mm SAFE PLAY AREA:- 900 mm x 900 mm Main Frame:-110 mm OD GI B-class Wheel:-32mm OD GI B-class USED BEARING NO 6205, GI NUT-BOLTS.As approved by E/I.

Double Abs Shaper PRODUCT AREA :- L x W x H 1500 mm x 1400 mm x 950 mm SAFE PLAY AREA:- 2080 mm x 2080 mm PIPE :-32 OD GI B-class Leg:-38 mm OD GI B-class Thickness:-2.5 mm to 3.0 mm.As approved by E/I.

Cycle PRODUCT AREA :- L x W x H 700 mm x 1200 mm x 1050 mm Safe PlAY AREA: 1500 mm x 1000 mm Main Frame Pipe:- 38 mm OD GI B-class Handle pipe: 32 mm OD Padle:-2 Rounding Plate:-300 mm x 300 mm Plate : 6 mm Base plate:-2 ,Used bearing.As approved by E/I.

PLAYGROUND SLIDES 10 FRP Standards Slide (L12’/W2’/H7.5’).As approved by E/I.

Double Air Walker DIMENSION: 180x35x120cm • MAIN PIPE SIZE: 4” (115MM) OR 5″ (127MM) • SUPPORTING PIPE: 32MM/42MM • MAXIMUM USER WEIGHT: 140KGS • RUST PROOF POWDER COATING WITH GERMAN TECHNOLOGY • FULL GI PIPE & MS STEEL FABRICATION DESIGN.As approved by E/I.

PARK SWINGS (L10’/W4’/H9’),As approved by E/I.

Horse Ride PRODUCT AREA :- L x W x H 950 mm x 700 mm x 1010 mm SAFE PLAY AREA:- 1000 mm x 900 mm Main Frame Pipe:- 75 MM OD GI B-class Seat Handle Support:- 38 mm OD GI B-class USED BEARING NO 6205, GI NUT-BOLTS.As approved by E/I.

Triple Waiest Twister PRODUCT AREA :- L x W x H 800 mm x 1400 mm x 1250 mm Safe PLAY AREA:- 1700 mm x 1010 mm Main Frame Pipe:- 110 mm OD GI B-class Handle pipe:-32OD GI B-class Round Plate:-200 mm x 200 mm Round plate Thickness:-8 mm Base Plate:-2 USED BEARING NO 6205, GI NUT-BOLTS.As approved by E/I.

MS Strip Cast Iron Bench (L5’/W2.5’/H2.5’).As approved by E/I.

Dolphin/Other FRP Dustbin (H:2.5’) 50 ltr.As approved by E/I.

Phytorid Bed Plants : A range of plants has shown their ability to assist in the breakdown of wastewater contaminants. Some of the species such as: Colocasiaesculenta Canna indica Cyperusalternifolius Yellow Cana Red Cana Pampas Grass Cyperus Spp. Spider Lily Canna Verigated Typha spp. Soft Rush / Bull Rush Spp. Elephant Ear Phragmitesaustralis / spp.As approved by E/I.

Construction and supply of FRP Paddle Boat Model PEARL for Carrying for Passengers. LENTH - 11' 0'' , BREADTH-5' 0'', DEPTH-2' 5'' with stanless steel Fittings will cost .As approved by E/I.

construction and supply of FRP motor boat for carrying 4 passengers' model 'Octopussy' size 4.25m X 1.65m X 0.25m, with 15HP 2stroke, Suzuki OBM rope pull start will cost.As approved by E/I.

HDPE floating jetty with 20pc ss railing, sinker, & rope, Length and width -500mm Height - 400mm, Weight-7.5kg (+ -) 5% Load-350kg/m2, Row material - 100% virgin HDPE with uv stabilizer including fitting will cost (176 sqr. Mt.).As approved by E/I.

Floating pad, 4 Feet Dia make in FRP A Class Complete Holder assembly with Water Fountain, 4 Layer Resin Coating with wax filler & Water Proofing Coated. Make- DPS Stands , Holders used materiel Stainless Steel-304(Cutting, Threading, Fixing, Welding and painting complete.),Supply and Installation of Flower Aerator Jet Effect Nozzle average Height 20-25 feet With Complete required Materials. Nozzle Specification: - Bronze, Gunmetal, Brass Fine quality materiel Shine chrome made on new technology CNC Cutting.Programmable color changing LED based lights light 18W (powered By Edison) Rating:- IP-68/CE/ROHS , Model No :- DPS-ABS/6L/TRI/S,DCC Programmable Controller for lights Model- DPS/PWN/ Make- DPS Rating :- IP-65/66 / ROHS/CE,Supplying installation testing and commissioning of Three Phase horizontal moonset submersible Pump Set totally enclosed water filled squirrel cage induction motor water lubricated with oil seals with sleeves and thrust bearing having all rotating parts dynamically balanced for silent operation Suitable for three phase 50 HZ AC supply as per direction, instruction and entire satisfaction of Engineer-in-charge.Motor Body : CI Pump Body : CI Make : Kirloskar/Crompton or equivalent Capacity : 3 HP Three Phase Suction & Delivery 100x100mm,Supply, installation, testing and commissioning of outdoor type control panel suitable for fountain equipment including wiring, cabling, cable tray control wiring and earthing from control panel to motor, starters etc. The control panel shall be compartmentalize for individual outgoing and shall be made out of 16 SWG CRC sheet in grey color and shall be floor mounted with following. All fittings to be done as per direction of Company. Rating :- IP-65/66 / ROHS/CE,Plumbing material PVC pipe fitting Elbow tee socket reducer jointing all necessary plumbing item in water body’s ( 10kg tested pipes),Electrical material likes conduits pipes bend wire and Submersible wire required size 3 core and 4 core in water body’s to operating panel distance to be 35 MTR in water body’s (All wires are in Copper ),Supply, installation, testing and Fixing of Anchor wire for holding the float in pond with required holding Materials.Installation /Testing /Commissioning/Supervision,Transportation From Factory to Site.As approved by E/I.

Circular concrete Gazebo including stainless steel chair,tiles,flood light and with Acp dome roof Specification :- Hight -10'0" Diameter -16'0" No of column-8nos Dome height-5'0".As approved by E/I.

Carriage of Materials Bricks = 20 km

Stone Boulders=15 km

Coarse Sand= 20 km

Stone chips =15 km

Cement (2km)

Steel (2 km)

Operation & Maintenance Cost for 1st year

Operation & Maintenance Cost for 2nd year

Operation & Maintenance Cost for 3rd year

Operation & Maintenance Cost for 4th year

Operation & Maintenance Cost for 5th year

Labour Cess @1%

NIRMATA ENGINEERING CONSTRUCTION CO. PVT. LTD.