Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.0 LAccepted-AOC 1550 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | L1 | Accepted-AOC RATE AFTER NEGOTIATION | |
| 2 | L2₹53.1 L+₹2.5 L (5.01%)Rejected-AOC HARYANA HR | L2 | Rejected-AOC 2ND LOWEST | |
| 3 | Not Admitted-Fee/PreQual/Technical PANCHKULA | PANCHKULA | PANCHKULA | HARYANA | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical STREET NO 5 AMARGARH COLONY KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹50.6 L
EMD Value
₹1.0 L
Closing Date
30 Jan 2026, 3:00 pmClosed
Nidhi bhardwaj
Horticulture Panchkula
Improvement of water body park in Sector-12, U/E, Karnal. (Providing and fixing of cloured chequered tiles on already existing CC walking path in water body park and all other work contingent thereto with three year mtc. of defect liability period
2026_HBC_498971_1
202511FEC256 C7A0 49EE 8CEF 476512EE4AC0263HSV
Open Tender
Civil Works
Works
240 days
Karnal
2 documents required · 2 mandatory
₹3,000
Yes
₹1.0 L
Yes
1 Oct 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
30 Jan 2026
24 Jan 2026
[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]
[10.30.1]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 1. Light shade pigment using white cement [Through Rate]
[10.76]Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate]
[11.27.1]Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : 1. Flush/ Ruled pointing [Through Rate]
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.92 MB
BOQ_577543.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .