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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC NEAR AANGANBADI CENTRE VPO THOBA DHANI TESHIL DISTT FATEHABAD 125050 | HISAR | HARYANA | 125050 | ₹4.0 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹4.3 Cr+₹33.2 L (8.31%)Rejected-AOC HSVP PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹4.3 Cr+₹33.2 L (8.31%) | L2 | Rejected-AOC Reject |
| 3 | L3₹4.4 Cr+₹37.5 L (9.38%)Rejected-AOC DLG 13 14 PUSHPA COMPLEX HISAR HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹4.4 Cr+₹37.5 L (9.38%) | L3 | Rejected-AOC Reject |
Tender Value
₹4.0 Cr
EMD Value
₹8.1 L
Closing Date
30 Oct 2023, 10:00 amClosed
NARESH KUMAR
Rori W.S. Divn. Sirsa
Estimate for remodeling of Jandwala Disty from RD. 0-57300 Tail
2023_HRY_320047_1
20232906C911 4AF1 436D B4F9 592474AF4A02116IRR
Open Tender
Civil Works
Works
365 days
GANGA GIDDAR KHERA JANDWALA BISHNOIAN JHUTI KHE
Estimate for remodeling of Jandwala Disty from RD. 0-57300 Tail
9 documents required · 9 mandatory
₹15,000
₹8.1 L
Yes
sirsa
3 Jan 2024
12 Oct 2023
30 Oct 2023
12 Oct 2023
30 Oct 2023
12 Oct 2023
20 Oct 2023
Amount
Supply of APM block
Supply of 150 micron thick polythene sheet as per CADA authority
Laying of 150 micron thick polythene sheet as per CADA authority
Credit of Old dismantled Bricks
Brick work with common burnt clay non-modular bricks of class designation 10.5 in F and P cement and mortar 1:3
Credit of steel scrap
Compaction/ramming and watering of the earth in layer not exceeding 20 cm in trenches, plinth, sides of foundation etc. Complete
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km.
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in bed with paver including 10mm thick cement plaster 1:5, from work, dressing and preparation of sub grade as per direction of Engineer-in-Charge.
Brick work with common burnt clay non-modular bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:5 (1 cement 5 coarse sand) (Drived rate)
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 10 mm cement plaster (1:5) form work , dressing,curing and preparation of subgrade as per directions of Engineer-incharge.(75mm thickness) (Drived rate)
NS Item -Credit of NP3 PIpe (1000 MM) (Derived Rate)
Credit of NP3 PIpe (1200 MM)
Bidder Name
Amount
The Tibba Dana Sher Co Op L and C Society Limited(GSTN-06AAAAT9691F1Z6)
Himmat Singh Contractor(GSTN-NA)
Pali Ram Contractor(GSTN-NA)
Himmat Singh Contractor
The Tibba Dana Sher Co Op L and C Society Limited
Pali Ram Contractor
Himmat Singh Contractor
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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