Tender For Construction Of Backyard Ornamental Fish Rearing Unit , Shed: Agri-Net Top Supported By Bamboo Poles Or Beams (7M X 5M X 3M) , Cement Tank (200 Sq Ft With 2.50 Ft Height): I) Surface Dressing Of The Ground In Any Kind Of Soil Including Rem, howrah-West Bengal

Construction Of Backyard Ornamental Fish Rearing Unit , Shed: Agri-Net Top Supported By Bamboo Poles Or Beams ( 7M X 5M X 3M ) , Cement Tank ( 200 Sq Ft With 2.50 Ft Height ) : I ) Surface Dressing Of The Ground In Any Kind Of Soil Including Removing Vegetation Inequalities Not Exceeding 15 Cm Depth And Disposal Of The Rubbish Within A Lead Upto 75 M As Directed. The Spoils Within A Lead Of 75M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water ( 6.75M X 4.80M ) Ii ) Earth Work In Excavation Of Foundation Trenches Or Drains In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75M As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete ( 6.25M X 4.40M X 0.25M ) Iii ) Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Leveland Filling Joints With Local Sand ( 6.25M X 4.40M X - ) Iv ) Pakur Variety / Ground Floor- Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes ( 27.50M X - X 0.075M ) V ) Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Foundation And Plinth ( 2X ( 6.25+4.40 ) X X 0.25 X 0.80M ) ( 5.75M X 0.25M X 0.80M ) ( 1.20M X 0.25M X 0.90M ) Vi ) 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor ( 36.0M X 0.80M X - ) Vii ) Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] With 1:6 Cement Mortar, 15Mm Thick Plaster. Ground Floor External Wall Gl To Pl ( 36.0M X 0.80M X - ) ( 1.20M X 0.90 M X - ) Viii ) Neat Cement Punning About 1.5 Mm. Thick In Wall, Dado, Window, Sills, Floor, Drain ( Note: Cement 0.152 Cu.M. Per 100 Sq.M. ) ( 61.92M X 1.0M X - ) Ix ) Ordinary Cement Concrete ( Mix 1:1:5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. Base For Slab ( 6.25M X 4.40 X 0.175M ) ( 1.20M X 1.20M X 0.125M ) X ) Hire And Labour Charge For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting Fixing And Striking Out After Complection Of Works. ( Upto Roof Or Ground Floor ) . 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer ( 6.25M X 0.25M X- ) ( 4.40M X 0.25M X- ) ( 1.20M X 0.125M X - ) Xi ) Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4M Tor Steel / Mild Steel. ( Jsw / Jspl / Shyam / Srdm / Bmasl / Electrosteel / Ssl ) ( 0.18 X 0.012 X 7.85 ) , Glass Tanks: Aquarium Tanks ( 4Ft X 1.5Ft X 1.5Ft ) , Glass Tanks Rack: M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-Incharge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is:816-1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814-2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Charges Such As Electricity Charges, Labour Insurance Charges Etc. For Structural Members Of Specified Sections Weighing Less Than 22.5 Kg. / M ( 2.00M X 4Nos., 1.55M X 8Nos., 0.61M X 8Nos. With Ms Angel, 1.55M X 8Nos.: Ms Plat 20Mm X 6 Mm, 17.28M Rack With Angel , 12.40M X 0.90M Aquarium Stand ) , Motor Pump Including Fitting ( 1Hp ) , Electrification: Wiring Materials, Lighting & Fixture , Aeration Unit: Air Pumps & Blower Including Fitting ( 1Hp ) , Life Saving Equipments: Oxygen Cylinder, Hand Nets, Bucket, Mug, Packing Machine Etc. ( Oxygen Cylinder 100 L )

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INR 5000.0 /-

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Name of Work : Construction of Backyard ornamental fish rearing unit

Sl. No.	Item Description
1	Shed: Agri-net top supported by bamboo poles or beams (7m x 5m x 3m)
2	Cement Tank (200 sq ft with 2.50 ft height): i) Surface dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. The spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water (6.75m X 4.80m) ii) Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete (6.25m X 4.40m X 0.25m) iii)Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper leveland filling joints with local sand (6.25m X 4.40m X -) iv) Pakur variety/ Ground floor- Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes(27.50m X - X 0.075m) v) Brick work with 1st class bricks in cement mortar (1:4) in foundation and plinth (2x(6.25+4.40)x X 0.25 X 0.80m) (5.75m X 0.25m X 0.80m) (1.20m X 0.25m X 0.90m) vi) 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor (36.0m X 0.80m X -) vii) Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/ staging where necessary (ground floor). [Excluding cost of chipping over concrete surface] With 1:6 cement mortar,15mm thick plaster. Ground Floor External wall GL to PL (36.0m X 0.80m X -) (1.20m X 0.90 m X -) viii) Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain (Note: Cement 0.152 cu.m. per 100 sq.m.) (61.92m X 1.0m X -) ix) Ordinary Cement concrete (mix 1:1:5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Base for Slab (6.25m X 4.40 X 0.175m) (1.20m X 1.20m X 0.125m) x) Hire and labour charge for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after complection of works. (upto roof or ground floor). 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer (6.25m X 0.25m X-) (4.40m X 0.25m X-)(1.20m X 0.125m X -) xi) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, for works in foundation, basement and upto roof of ground floor /upto 4m Tor steel /Mild steel. (JSW/JSPL/Shyam/SRDM/BMASL/Electrosteel/SSL) (0.18 X 0.012 X 7.85)
3	Glass Tanks: Aquarium tanks (4ft X 1.5ft X 1.5ft)
4	Glass Tanks Rack: M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6) 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS:816-1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814-2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc. For structural members of specified sections weighing less than 22.5 kg./m (2.00m X 4nos.,1.55m X 8nos.,0.61m X 8nos. with MS Angel,1.55m X 8nos.: MS Plat 20mm X 6 mm,17.28m Rack with Angel , 12.40m X 0.90m Aquarium Stand)
5	Motor Pump including fitting (1HP)
6	Electrification: Wiring materials, lighting & fixture
7	Aeration unit: Air pumps & blower including fitting (1Hp)
8	Life saving equipments: Oxygen cylinder, Hand nets, Bucket, Mug, Packing Machine etc. (Oxygen cylinder 100 l)