SUPPLY OF MATERIAL FOR CONSTRUCTION OF WIDENING AND STRENTHENING OF SERVICE ROAD MAKING PUCCA METALED ROAD FROM KM. 4.700 TO 9.170 AND SHIFTING ALIGNMENT BETWEEN KM. 5.900 TO 6.900 OF JANLA DY. BELAN CANAL DIVISION ALLAHABAD)

Amount

Laying and Jointing PVC Pipe. Heading

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 .

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.

Supply of C.R. Stone (Size: 20x20x20cm) including royalty carriage loading unloading etc. but excluding GST.

Supply of Screening Material Stone Dust including royalty carriage loading unloading etc. but excluding GST.

Supply of 45 to 63 mm guage approved stone ballast from Stone chips or stone ballast for Road Work 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 hard variety as is generally available from quarries in MEJA 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 MORT&H IS : 383-2016 as shown below percentage passing for single sized aggregate of nominal size. 75mm passing 100%, 63 mm passing 90-100%, 53 mm passing 25-75%, 45 mm passing 0-15%, 22.4 mm passing 0-5%

GST extra as per rule applicable

M/S RAM ASRAY GUPTA CONTRACTOR