Supply Of Material For Construction Of Dhyan Kendra And Boundary Wall At Jharkhandeshwar Mahadev Dhaam Mandir , District-Raeabareli, RAEBARELI-Uttar Pradesh

Supply Of Material For Construction Of Dhyan Kendra And Boundary Wall At Jharkhandeshwar Mahadev Dhaam Mandir , District-Raeabareli 1 2 1.01 Supply Of Bricks Shall Be Of Approved Quality Of Standard Specifications, Made Of Good Brick Earth, Uniform Deep Red, Cherry Or Copper Colour, Thoroughly Burnt In Kiln Without Being Vitrified, Regular In Shape Andsize, Sound, Hard, Homogeneous In Texture, True To Shape And Of Standard Dimension And Shall Be Free Form Cracks, Chips, Flaws, Stones Or Humps Of Any Kind And Shall Not Show Appreciable Signs Of Efflorescence Either Dry Or Subsequent To Soaking In Water.Bricks Shall Measure 230X115x75 Mm A Tolerance Upto ± 6Mm In Length ± 3 Mm Width And ± 2 Mm In Thickness Shall Be Permitted. A Frog 6 Mm Deep Shall Be Provided On The Upper Face. The Bricks Shall Emit A Clear Ringing Sound On Being Struck And Have Minimum Crushing Strength Of 150 Kg. / Sq.Cm. All The Bricks Which Absorb Water More Than 20% Of Their Own Dry Weight After 24 Hours Immersion In Cold Water Shall Be Rejected. 1.02 Supply Of Pozonolla Portland Cement As Per Isi Code 1489-2015 ( Prism, Birla, Acc. Jaypee Or Equivalent ) Every Bag Shall Be Deemed To Contain 50 Kg. Of Cement. The Suppliers May Liable To Submit The Test Report . 1.03 Supply Of Coarse Sand Shall Be Clean Sharp And Free From Clay, Loam, Organic Or Any Other Foreign Matter, Shall Be Obtained From Approved Source. The Contractor Shall Get The Sample Of Coarse Sand. Approved By The Engineer-In-Charge. Sand Which In The Opinion Of The Engineer-In-Charge Or His Representative Is Dirty, Must Be Washed To His Satisfaction At The Cost And Expenses Of The Contractor Coarse Sand Shall Pass Through A Mesh, 4.75 Mm. Square Measured In The Clear. Sand Shall Not Be Used For Concrete Works If It Contains More Than 10% Of Fine Grains Passing Through A 76 Mesh Sieve. Should The Fineness Modulus Be Less Than 2.25 Unless Specific Permission Is Obtained From The Engineer-In-Charge. 1.04 Supply Of 20Mm Guage Approved Stone Grit From Stone Chips Or Stone Ballast For Cement Concrete ( Plain Or Reinforced ) Shall Be Hard, Of Uniform And Fine Texture.Free Form Faults Or Planes Of Weakness And Free From Weathered Faces. The Ballast Or Chips Must Be Free From Loam, Clay Or Any Surface Coating, Free From Organic Matter Or Other Impurities And Screened, Free Of Dust. Stone Of Black And Hard Variety As Is Generally Available From Quarries In Kabrai Areas Will Be Normally Used. Stone Aggregates From Other Sources May Also Be Used Provided The Same Is Found Suitable In The Opinion Of The Engineer-In-Charge. The Opinion Of Engineer-In-Charge Must Be Recorded In Writing. The Ballast Or Chips Shall Be Obtained By Breaking From Large Blocks And Must Be More Or Less Cubicle In Shape Stone Grit Grading Shall Be In Conformity With The Requirements Laid Down In The Indian Standards Specification Is : 383-1963 As Shown Below Percentage Passing For Single Sized Aggregate Of Nominal Size. 40Mm Passing 100% 20Mm Passing 85-100% 10Mm Passing 0-20% 4.75 Mm Passing 0 - 5% 1.05 Supply Of 40Mm Guage Approved Stone Grit From Stone Chips Or Stone Ballast For Cement Concrete ( Plain Or Reinforced ) Shall Be Hard, Of Uniform And Fine Texture.Free Form Faults Or Planes Of Weakness And Free From Weathered Faces. The Ballast Or Chips Must Be Free From Loam, Clay Or Any Surface Coating, Free From Organic Matter Or Other Impurities And Screened, Free Of Dust. Stone Of Black And Hard Variety As Is Generally Available From Quarries In Kabrai Areas Will Be Normally Used. Stone Aggregates From Other Sources May Also Be Used Provided The Same Is Found Suitable In The Opinion Of The Engineer-In-Charge. The Opinion Of Engineer-In-Charge Must Be Recorded In Writing. The Ballast Or Chips Shall Be Obtained By Breaking From Large Blocks And Must Be More Or Less Cubicle In Shape Stone Grit Grading Shall Be In Conformity With The Requirements Laid Down In The Indian Standards Specification Is : 383-2016 As Shown Below Percentage Passing For Single Sized Aggregate Of Nominal Size. 63Mm Passing 100% 40Mm Passing 85-100% 20Mm Passing 0-20% 10 Mm Passing 0 - 5% 1.06 Supply Of Tmt Bar Different Dia, Fe-500 Conforming To Is Code 1786-2008 Including Carriage Loading Unloading Complete. 08Mm Dia -25 Mm Dia ( As Per Requirement ) 1.07 Supply Of Brick Bats Shall Be Of Approved Quality Of Standard Specification Made Of Good Brick Earth Uniform Deep Red Cherry Or Copper Colour Throughlyburnt In Kiln Without Being Vitrified. Regular In Shape And Size Sound Hard Homogeneous In Texture True To Shape And Of Standard Dimension And Shall Be Free From Cracks Chips Flaws Stones Of Humps Of Any Kind And Shall Not Show Appreciable Signs Of Efflorescence Either Dry Or Subquent To Soaking In Water. A Frog 6 Mm Deep Shall Be Provided On The Upper Face. The Brick Bats Shall Emit A Clear Ringing Sound On Being Struck And Have Minimum Crushing Strength Of 150 Kg / Sqcm. All The Bricjks Which Absored Water More Than 20% Of Their Own Dry Weight After 24 Hours Immersion In Cold Water Shall Be Rejected. 1.08 Supply Of Vitrified Floor Tiles In 600X600mm ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades Including Loading, Unloading, Cartage Etc. ( Brand : Somany, Kajaria Or Equivalent ) 1.09 Supply Of 20 Mm Thick Kota Stone Including Loading, Unloading, Cartage Etc. 1.1 Supply Of Rectified Glazed Ceramic Tiles ( Thickness To Be Specified By The Manufacturer ) , Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Including Loading, Unloading, Cartage Etc. ( Brand : Somany, Kajaria Or Equivalent ) 1.11 Supply Of Rubber Moulded Reflective Zig-Zig 80Mm Thick Tiles Of Precost Compressed C.C. Passing Minimum 30 Megapascle Compressive Strength I.S.I. Marked In Grey Base.

INR 5900 /-

INR 28000.0 /-

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Name of Work: SUPPLY OF MATERIAL FOR CONSTRUCTION OF DHYAN KENDRA AND BOUNDARY WALL AT JHARKHANDESHWAR MAHADEV DHAAM MANDIR, DISTRICT-RAEABARELI
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Laying and Jointing PVC Pipe. Heading	BI01010001010000000000000515BI0100001112
2	1.01	Supply of Bricks shall be of approved quality of standard specifications, made of good brick earth, uniform deep red,cherry or copper colour, thoroughly burnt in kiln without being vitrified, regular in shape andsize, sound, hard, homogeneous in texture, true to shape and of standard dimension and shall be free form cracks, chips, flaws, stones or humps of any kind and shall not show appreciable signs of efflorescence either dry or subsequent to soaking in water.Bricks shall measure 230x115x75 mm A tolerance upto ± 6mm in length ± 3 mm width and ± 2 mm in thickness shall be permitted. A frog 6 mm deep shall be provided on the upper face. The Bricks shall emit a clear ringing sound on being struck and have minimum crushing strength of 150 kg./sq.cm. All the bricks which absorb water more than 20% of their own dry weight after 24 hours immersion in cold water shall be rejected.	BI01010001010000000000000515BI0100001113	18000	Nos.
3	1.02	Supply of Pozonolla Portland Cement as per ISI code 1489-2015 (Prism, Birla, ACC. JAYPEE or equivalent) Every bag shall be deemed to contain 50 kg. of cement. The suppliers may liable to submit the test report .	BI01010001010000000000000515BI0100001114	930	Bag
4	1.03	Supply of coarse sand shall be clean sharp and free from clay, loam, organic or any other foreign matter, shall be obtained from approved source. The contractor shall get the sample of coarse sand. approved by the Engineer-in-charge. Sand which in the opinion of the Engineer-in-Charge or his representative is dirty, must be washed to his satisfaction at the cost and expenses of the contractor coarse sand shall pass through a mesh, 4.75 mm. square measured in the clear. Sand shall not be used for concrete works if it contains more than 10% of fine grains passing through a 76 mesh sieve. should the fineness modulus be less than 2.25 unless specific permission is obtained from the Engineer-in-Charge.	BI01010001010000000000000515BI0100001115	90	Cum
5	1.04	Supply of 20mm guage approved stone grit from Stone chips or stone ballast for cement concrete (plain or reinforced) shall be hard, of uniform and fine texture.free form faults or planes of weakness and free from weathered faces. The ballast or chips must be free from loam, clay or any surface coating, free from organic matter or other impurities and screened, free of dust. Stone of black and hard variety as is generally available from quarries in KABRAI areas will be normally used. Stone aggregates from other sources may also be used provided the same is found suitable in the opinion of the Engineer-in-Charge. The opinion of Engineer-in-Charge must be recorded in writing. The ballast or chips shall be obtained by breaking from large blocks and must be more or less cubicle in shape stone grit grading shall be in conformity with the requirements laid down in the Indian Standards Specification IS : 383-1963 as shown below percentage passing for single sized aggregate of nominal size. \n40mm Passing 100%\n20mm passing 85-100%\n10mm passing 0-20%\n4.75 mm passing 0 - 5%	BI01010001010000000000000515BI0100001116	50	Cum
6	1.05	Supply of 40mm guage approved stone grit from Stone chips or stone ballast for cement concrete (plain or reinforced) shall be hard, of uniform and fine texture.free form faults or planes of weakness and free from weathered faces. The ballast or chips must be free from loam, clay or any surface coating, free from organic matter or other impurities and screened, free of dust. Stone of black and hard variety as is generally available from quarries in KABRAI areas will be normally used. Stone aggregates from other sources may also be used provided the same is found suitable in the opinion of the Engineer-in-Charge. The opinion of Engineer-in-Charge must be recorded in writing. The ballast or chips shall be obtained by breaking from large blocks and must be more or less cubicle in shape stone grit grading shall be in conformity with the requirements laid down in the Indian Standards Specification IS : 383-2016 as shown below \npercentage passing for single sized aggregate of nominal size. \n63mm Passing 100%\n40mm passing 85-100%\n20mm passing 0-20%\n10 mm passing 0 - 5%	BI01010001010000000000000515BI0100001117	35	Cum
7	1.06	Supply of TMT bar different dia, Fe-500 conforming to IS code 1786-2008 including carriage loading unloading complete. 08mm dia -25 mm dia (as per requirement)	BI01010001010000000000000515BI0100001118	85	Qtl
8	1.07	Supply of Brick bats shall be of approved quality of standard specification made of good brick earth uniform deep red cherry or copper colour throughlyburnt in Kiln without being vitrified. Regular in shape and size sound hard homogeneous in texture true to shape and of standard dimension and shall be free from cracks chips flaws stones of humps of any kind and shall not show appreciable signs of efflorescence either dry or subquent to soaking in water. A frog 6 mm deep shall be provided on the upper face. The Brick Bats shall emit a clear ringing sound on being struck and have minimum crushing strength of 150 Kg/sqcm. All the bricjks which absored water more than 20% of their own dry weight after 24 hours immersion in cold water shall be rejected.\n	BI01010001010000000000000515BI0100001119	11	Cum
9	1.08	Supply of vitrified floor tiles in 600x600mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades including loading, unloading, cartage etc. (Brand : Somany, Kajaria or equivalent)	BI01010001010000000000000515BI0100001120	80	Sqm
10	1.09	Supply of 20 mm thick kota stone including loading, unloading, cartage etc.	BI01010001010000000000000515BI0100001121	17.5	Sqm
11	1.1	Supply of rectified Glazed Ceramic tiles (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, including loading, unloading, cartage etc. (Brand : Somany, Kajaria or equivalent)	BI01010001010000000000000515BI0100001122	75.5	Sqm
12	1.11	Supply of Rubber moulded reflective Zig-Zig 80mm thick tiles of precost compressed C.C. passing minimum 30 megapascle compressive strength I.S.I. marked in grey base.	BI01010001010000000000000515BI0100001123	6100	Nos.
13	1.12	GST extra as per rule applicable	BI01010001010000000000000515BI0100001124