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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC RAM NAGAR NEW BUS STAND NARWANA 126116 | NARWANA | JIND | HARYANA | 126116 | ₹2.1 Cr | L1 | Accepted-AOC Lowest rate given by agency |
| 2 | L2₹2.3 Cr+₹25.7 L (12.5%)Rejected-Finance 2162 SECTOR 1 4 NEAR URBAN HEALTH CENTER HISAR 125001 | HISAR | HARYANA | 125001 | ₹2.3 Cr+₹25.7 L (12.5%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.3 Cr+₹26.8 L (13.0%)Rejected-Finance | ₹2.3 Cr+₹26.8 L (13.0%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.5 Cr+₹45.9 L (22.2%)Rejected-Finance | ₹2.5 Cr+₹45.9 L (22.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.6 Cr+₹57.7 L (27.9%)Rejected-Finance | ₹2.6 Cr+₹57.7 L (27.9%) | L5 | Rejected-Finance L5 |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
30 Nov 2023, 5:00 pmClosed
AJAY SINGH KUNDU
Const. Divn. No. 28, Jind
Behabalpur minor From RD 0 to 27500 (Tail) Rehabilitation
2023_HRY_328256_1
20238A7960CA F18A 4F9A 91B4 FF69A23933EA369IRR
Open Tender
Civil Works
Works
330 days
BHURAN
Behabalpur minor From RD 0 to 27500 (Tail) Rehabilitation
3 documents required · 3 mandatory
₹15,000
Yes
₹4.7 L
Yes
Jind
18 Mar 2024
10 Nov 2023
1 Dec 2023
10 Nov 2023
30 Nov 2023
10 Nov 2023
17 Nov 2023
Amount
Rehabilitation of Behabalpur minor From RD 0 to 27500 (Tail) offtaking at RD 128030-R Jind Disty. No.3, Total amount for HSR items (in Rs.)
Credit of old steel as per market rate @ Rs.30/- Per Kg
Credit of old bricks @ Rs. 880/cum
Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:3 (1 cement : 3 coarse sand) (rate after the impact of GST = 4380 * 0.893 = 3911 /-)
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in bed manually including 10mm cement sand (1:5) plaster on well-dressed sub grade/surface before lining, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. (rate = 352 * 0.893 = 314.34 /- per sqm)
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 10mm cement sand (1:5) plaster on well-dressed sub grade/surface before lining, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. (Rate = 355 * 0.893 = 317 /- per sqm)
Compaction/Ramming watering of the earth not exceeding 20 CM in tranches, plinth ,side of foundation etc.Complete.
Credit of RCC 900 MM Dia NP-3 Pipe.
J.S.R. CONSTRUCTION COMPANY
DEVENDER SINGH
Rajiv Tihal Contractor Baliyali
Ranjit Singh
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