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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.0 LAccepted-Finance | L-1 | Accepted-Finance L-1 | |
| 2 | L-2₹4.1 L+₹1.1 L (36.1%)Accepted-Finance | L-2 | Accepted-Finance L-2 | |
| 3 | L-3₹4.3 L+₹1.3 L (42.9%)Accepted-Finance H NO 08 LATIF GARDEN ASSANDH ROAD PANIPAT | PANIPAT | HARYANA | 132101 | L-3 | Accepted-Finance L-3 |
| Sl No | Description | Qty | Unit | The Quality Coop Society Ltd L3 | THE KARTIK CO-OPERATIVE L&C SOCIETY LIMITED L1 | Nar Singh Contractor L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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. Test Test Method Requirement
1. Los Angeles Abrasion Value IS:2386 Part-IV 40% Maximum
2. Aggregate Impact Value IS:2386 Part-IV 30% Maximum
3. Flakiness and Elongation indicates (total) IS:2386 Part-I 30% Maximum
4. Coating and stipping of bitumen mixer agreegate AA SHOTOT-182 Maximum retaining grading 95%
5. Water absorption IS:2386 Part-3 2% Maximum
Grading Requirement as per table 400.7
Grading Requirement
b) Stone chipping 11.2 mm size sieve and retained on 5.6 mm sieve from Deodhar or any other approved quarry. | 210 | Cum | 1,042 ₹2,18,820 | 711 ₹1,49,310 Lowest | 985 ₹2,06,850 |
| 2.00 | 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 Method Requirement
1. Base Los Angeles Abrasion Value IS:2386 Part-IV 40% Maximum
or
2. Aggregate Impact Value IS:2386 Part-IV 30% Maximum
3. Combined Flakiness and Elongation indicates (total) IS:2386 Part-I 30% Maximum
4. Water absorption IS:2386 Part-3 2% Maximum
Grading Requirement as per table 400.7
Grading No. Size Range Sieve Designation Percent by weight passing
3 53 mm to 22.4 mm 63mm 100
3 53 mm to 22.4 mm 53mm 95- 100
3 53 mm to 22.4 mm 45mm 65- 90
3 53 mm to 22.4 mm 22.4mm 0-10
3 53 mm to 22.4 mm 11.2mm 0-5 | 210 | Cum | 990 ₹2,07,900 | 711 ₹1,49,310 Lowest | 950 ₹1,99,500 |
Tender Value
₹4.0 L
EMD Value
₹8,000
Closing Date
21 Oct 2024, 5:00 pmClosed
Savit Kumar Pannu
PD Panipat
Providing Bajri and Coarse Aggregate of Israna store in Provincial Sub Division No. I, Panipat Ch. To - Naultha to Urlana Kalan with its links in Panipat for the year 2024-25
2024_HRY_403973_1
202448F40703 72AF 4709 8870 0F192ADBD459646BAR
Open Tender
Civil Works
Works
60 days
ISRANA
3 documents required · 3 mandatory
₹500
₹8,000
Yes
25 Nov 2025
14 Oct 2024
22 Oct 2024
14 Oct 2024
21 Oct 2024
14 Oct 2024
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