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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC LOCATION HARYANA HR | YAMUNANAGAR | HARYANA | 133103 | ₹2.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.1 Cr+₹1.4 L (0.70%)Rejected-AOC DLG 13 14 PUSHPA COMPLEX HISAR HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹2.1 Cr+₹1.4 L (0.70%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹2.1 Cr+₹3.3 L (1.60%)Rejected-AOC NEAR AANGANBADI CENTRE VPO THOBA DHANI TESHIL DISTT FATEHABAD 125050 | HISAR | HARYANA | 125050 | ₹2.1 Cr+₹3.3 L (1.60%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹21.6 L−₹1.8 Cr (89.5%)Rejected-AOC | ₹21.6 L−₹1.8 Cr (89.5%) | L4 | Rejected-AOC Rejected |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
6 Mar 2024, 1:00 pmClosed
MANDEEP SIHAG
Nehrana W.S. Divn. Sirsa
Estimate for rehabilitation of Pilimandori Disty from RD 0 to 21380 tail off taking at RD 282500-L Fatehabad Branch
2024_HRY_352696_1
2024AB22B9D5 2142 4657 A218 C276491F8D8E117IRR
Open Tender
Civil Works
Works
365 days
NAHRANA RUPANA BISHNOIAN SHAKAR MANDORI BANMAND
Rehabilitation of Pilimandori Disty from RD 0 to 21380 tail off taking at RD 282500-L Fatehabad Branch
9 documents required · 9 mandatory
₹15,000
₹3.8 L
Yes
12 Jul 2024
9 Feb 2024
6 Mar 2024
9 Feb 2024
6 Mar 2024
9 Feb 2024
Amount
Supply of APM block size B @ Rs. 5500.00/Each
Credit of Dismentalled material of brick work in cement sand mortar.
laying of polythene @0.13/sqm
supply of 150 micron polythene @ Rs 150 per kg
Compaction/ Ramming and watering of earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete as per direction of engineer -in -charge.
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with 10mm thick cement sand (1 :5) plaster, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.
Brick work with common burnt clay Non Modular bricks of class designation 10.5 in Cement Motor 1:3 in foundation and Plinth. As per direction of engineer -in - charge.
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in BED manually including rendering with 10mm thick cement sand (1 :5) plaster, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.
Bidder Name
Amount
The Tibba Dana Sher Co Op L and C Society Limited (GSTN-06AAAAT9691F1Z6) BID ID -1055427
Pali Ram Contractor(GSTN-NA)--1050390
Ms PARSHOTTAM DASS AND SONS(GSTN-NA)--1055745
LAL CHAND COMPANY(GSTN-NA)--1055564
LAL CHAND COMPANY
The Tibba Dana Sher Co Op L and C Society Limited
Pali Ram Contractor
The Tibba Dana Sher Co Op L and C Society Limited
Ms PARSHOTTAM DASS AND SONS
LAL CHAND COMPANY
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