Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | L1 | Admitted-Finance | |
| 2 | L2₹3.6 Cr+₹11.7 L (3.32%)Admitted-Finance SHOP NO 39 GEETA MARKET RED ROAD LADWA | L2 | Admitted-Finance | |
| 3 | L3₹3.7 Cr+₹20.6 L (5.84%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹4.1 Cr+₹57.8 L (16.4%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Radhey Shyam Contractor L2 | Naveen L4 | Krishna Construction Co L1 | KULWANT SINGH GOVT.CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Credit of Brick Work | 187.83 | cum | 550 ₹-1,03,306.5 | 500 ₹-93,915 Lowest | 885 ₹-1,66,229.55 | 880 ₹-1,65,290.4 |
| 2.00 | Cement Lime Concrete 1:2:9:24, 0.041 cum cement, 0.082 cum lime, 0.37 cum sand and 1.00 cum stone aggregate, 40 mm nominal size in foundation and plinth HSR item no. 10.19 @ 331.40 plus 450%=Rs 1822.70/- as per Old HSR | 354.07 | cum | 2,060 ₹7,29,386.26 | 2,500 ₹8,85,177.5 | 685 ₹2,42,538.64 Lowest | 1,900 ₹6,72,734.9 |
| 3.00 | Credit of Tile Lining | 1,257.55 | cum | 550 ₹-6,91,652.5 | 525 ₹-6,60,213.75 Lowest | 885 ₹-11,12,931.75 | 680 ₹-8,55,134 |
| 4.00 | Providing, laying and filling Geo Bags of size 1.22mx0.62m (300 GSM geo bag made , volume of filled bags 0.076cum, weight of filled Geo bag 140 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge. HSR item no. 16.53 drived rate | 69,885 | Bag | 244 ₹1,70,51,940 Lowest | 270 ₹1,88,68,950 | 273.85 ₹1,91,38,007.25 | 250 ₹1,74,71,250 |
| 5.00 | Excavating, supplying and filling of local earth/sand (excluding royalty) by mechanical transport up to a lead of 14 km. ( as per HSR Item 4.33 ) drived rate | 7,195.49 | cum | 196 ₹14,10,315.65 | 300 ₹21,58,646.4 | 85 ₹6,11,616.48 Lowest | 200 ₹14,39,097.6 |
| 6.00 | Lining with design mix concrete of grade M-20 with minimum cement content 300 kg/cum, 125 mm thick in curve portion and side slope including 10 mm thick cement plaster 1:6, including form work, dressing and preparation of sub grade as per direction of Engineer in - charge | 1,810.07 | Sqm | 630 ₹11,40,346.62 | 680 ₹12,30,850.32 | 585 ₹10,58,893.29 Lowest | 650 ₹11,76,548.1 |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
5 Oct 2026, 11:00 amClosed
SANDEEP KUMAR
SYL W.S. Divn. Ambala
Repairing of Damaged/washed patches both side lining of SYL Canal from Km 2 to 3 km and construction of protection works at d/s of regulator near RD 1.85 km both side of SYL canal
2026_HRY_550770_1
20266E357C5A 28CF 46EE B96E A593283FDF10143IRR
Open Tender
Civil Works
Works
180 days
BISHAN GARH ISMAILPUR KHERA MALLOUR
2 documents required · 2 mandatory
₹15,000
₹6.4 L
Yes
6 Oct 2026
28 Sept 2026
5 Oct 2026
28 Sept 2026
5 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Credit of Brick Work | 187.83 | cum | - | - |
| 2 | Cement Lime Concrete 1:2:9:24, 0.041 cum cement, 0.082 cum lime, 0.37 cum sand and 1.00 cum stone aggregate, 40 mm nominal size in foundation and plinth HSR item no. 10.19 @ 331.40 plus 450%=Rs 1822.70/- as per Old HSR | 354.07 | cum | - | - |
| 3 | Credit of Tile Lining | 1,257.55 | cum | - | - |
| 4 | Providing, laying and filling Geo Bags of size 1.22mx0.62m (300 GSM geo bag made , volume of filled bags 0.076cum, weight of filled Geo bag 140 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge. HSR item no. 16.53 drived rate | 69,885 | Bag | - | - |
| 5 | Excavating, supplying and filling of local earth/sand (excluding royalty) by mechanical transport up to a lead of 14 km. ( as per HSR Item 4.33 ) drived rate | 7,195.49 | cum | - | - |
| 6 | Lining with design mix concrete of grade M-20 with minimum cement content 300 kg/cum, 125 mm thick in curve portion and side slope including 10 mm thick cement plaster 1:6, including form work, dressing and preparation of sub grade as per direction of Engineer in - charge | 1,810.07 | Sqm | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.79 MB
BOQ_630558.xls
BOQ • 0.30 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 .