Tender For Providing Bajri And Coarse Aggregate Of Israna Store In Provincial Sub Division No. I Panipat Ch. To - Landa Panipat Safidon Jind Bhiwani Road (Lhs) In Panipat For The Year 2024-25., Panipat-Haryana
TDR : 45732625
Tender Notice
BOQ
Expired
Panipat
Haryana
Tender For Providing Bajri And Coarse Aggregate Of Israna Store In Provincial Sub Division No. I Panipat Ch. To - Landa Panipat Safidon Jind Bhiwani Road (Lhs) In Panipat For The Year 2024-25.
Name of Work: Providing Bajri and Coarse Aggregate of Israna store in Provincial Sub Division No. I, Panipat Ch. To - LandA Panipat Safidon Jind Bhiwani Road (LHS) in Panipat for the year 2024-25. (Re-invited)
Sl. No.
Item Description
1
Collection of bazri 11.2mm gauge from Deodhar/Tajewala or any other approved quarry duly screened and stacked along road side 2Mx1-1/2Mx 0.35M in size. For purpose of payment quantity will be worked out as per actual measurements and quality will be reduced by 5% and the reduce quantity will be considered as the quantity supplied for purpose of payment. (MORTH specification scetion No. 510 (2.2) as desired by the Engineer-in-Charge. Stone chipping shall be confirming with the following grading and physical requirements:a) Physical Requirement (Table 500.3)Sr. No.TestTest Method Requirement1.Los Angeles Abrasion ValueIS:2386 Part-IV 40% Maximum2.Aggregate Impact Value IS:2386 Part-IV30% Maximum3.Flakiness and Elongation indicates (total)IS:2386 Part-I 30% Maximum4.Coating and stipping of bitumen mixer agreegateAA SHOTOT-182 Maximum retaining grading 95%5. Water absorptionIS:2386 Part-32% Maximum Grading Requirement as per table 400.7Grading Requirement b) Stone chipping 11.2 mm size sieve and retained on 5.6 mm sieve from Deodhar or any other approved quarry.
2
Collection of coarse aggregate from Deodhar or any other approved quarry shall be either crushed or broken stone. They shall be hard, durable and free from excess of flat elongated soft and disintegrated particles, dust and other objectionable matter. They shallbe stacked 2Mx1.50Mx0.35M in size. For purpose of payment the volume of stacks will be worked out as per actual measurements and quantity will be reduced by prescridered percentage and the reduced quantity will be considered as the quantity supplied for purpose of payment. (MORTH specification section No.404 (2.2). Coarse aggregate of 53mm to 22.4mm (G-3) size for sub base course with the following grading and and physical requirements: Physical Requirement (Table 400.6)Sr. No.Test Test MethodRequirement1. Base Los Angeles Abrasion ValueIS:2386 Part-IV40% Maximumor2.Aggregate Impact Value IS:2386 Part-IV 30% Maximum3. Combined Flakiness and Elongation indicates (total)IS:2386 Part-I30% Maximum4. Water absorptionIS:2386 Part-3 2% Maximum Grading Requirement as per table 400.7Grading No.Size Range Sieve Designation Percent by weight passing 3 53 mm to 22.4 mm 63mm 1003 53 mm to 22.4 mm 53mm 95- 1003 53 mm to 22.4 mm 45mm 65- 903 53 mm to 22.4 mm 22.4mm0-103 53 mm to 22.4 mm 11.2mm0-5
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