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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC FATEHABAD | L1 | Accepted-AOC Work allotted | |
| 2 | L2₹2.0 L+₹13,190 (7.18%)Rejected-Finance H NO 196 LAJPAT NAGAR FATEHABAD HARYANA 125050 | HISAR | HARYANA | 125050 | L2 | Rejected-Finance L2 |
Tender Value
₹1.7 L
EMD Value
₹4,000
Closing Date
1 Jul 2024, 5:00 pmClosed
K C KAMBOJ
PD Fatehabad
Collection and Carriage of Bajri and Stone Metal for Patch Work in Hamzapur Store in Provincial Sub Division No 1 , Fatehabad under the Jurisdiction of Provincial Division PWD (BandR), Fatehabad for the year 2024-25 (Ch. to A/M of Various ODR in PSD-
2024_HRY_382007_1
202477640311 6D45 40D2 85B8 9E3B126B3633631BAR
Open Tender
Civil Works
Works
15 days
Ratia
Collection and Carriage of Bajri and Stone Metal for Patch Work in Hamzapur Store in Provincial Sub Division No 1 , Fatehabad under the Jurisdiction of Provincial Division PWD (BandR), Fatehabad for the year 2024-25 (Ch. to A/M of Various ODR in PSD-
2 documents required · 2 mandatory
₹500
₹4,000
Yes
3 Sept 2024
22 Jun 2024
2 Jul 2024
22 Jun 2024
1 Jul 2024
22 Jun 2024
Amount
Supply, carriage and collection of crushed stone aggregate 53 mm to 2.8 mm gauge (RM-032) for BUSG from approved quarry in accordance 1990 first edition confirming to grading given in table given below: -. The material shall be stacked at Various Stores stacked separately 2 m x 1.1/5 m x 35 cm (Two metre into one and a half metes into thirty five centres or as desired by the Engineer - In-charge. Actual volume of this aggregate to be paid for shall be computed after deducting 10% (Ten Percent) from the volume computed by stacks measurements. (NS)
Supply, Collection and carriage of stone chipping 11.2 mm (Eleven point two) (RM-037) size and hundred percent passing through 13.2 mm sieve and retained on 5.6 mm sieve from Khanak approved quarry in accordance with the specification no. 24.11/3.63/3.64 of Haryana PWD specification 1990 Ist edition. The stone chipping shall be stacked at various store in stacks of size 2x 1½ x 0.30 mtr size or as desired by the Engineer in charge. The actual volume of this aggregate to be paid for shall be computed after deducting 5% (five percent) from the volume computed by the stacks measurements) (N.S.)
Kamal Kumar Gera
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