Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -23.01% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹20.1 L (10.4%)Admitted-Finance | -15.00% | ₹2.1 Cr+₹20.1 L (10.4%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹37.8 L (19.6%)Admitted-Finance | -7.95% | ₹2.3 Cr+₹37.8 L (19.6%) | L3 | Admitted-Finance |
| 4 | L4₹2.5 Cr+₹58.1 L (30.0%)Admitted-Finance | +0.11% | ₹2.5 Cr+₹58.1 L (30.0%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Not uploaded / Submitted the EMD for the work and remained non responsive |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
13 May 2026, 4:00 pmClosed
Superintending Engineer HYD. Circle Jammu
Superintending Engineer HYD. Circle Jammu
Restoration/Construction of flood protection work between RD 17500-18500m at Sitriwala along right bank of River Chenab
2026_IFC_308958_3
e-NIT 04 of 2026-27
Open Tender
Civil Works
Percentage
100 days
Khour
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer Flood Control Division Akhnoor
₹5.0 L
26 May 2026
28 Apr 2026
14 May 2026
29 Apr 2026
13 May 2026
29 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | 1,409.4 | cum | 187.3 | ₹2,63,980.62 |
| 2 | Tipping stone-filled wire crates in position; including equipment charges. | 3,136.32 | cum | 312.2 | ₹9,79,159.1 |
| 3 | Filling of stone in zinc coated Gabion crate mechanically woven double twisted hexagonal in shape having wire mesh of size 100x120mm and having mesh wire dia 2.7mm, selvedge wire dia 3.4mm and lacing wire dia 2.2mm and PVC coating thickness excluding cost of stones and gabion crates. | 14,098.32 | cum | 237.9 | ₹33,53,990.33 |
| 4 | Supply of nallah stones. | 11,983.57 | cum | 700 | ₹83,88,499 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 1,926.18 | cum | 218.4 | ₹4,20,677.71 |
| 6 | Carriage of Nallah Stones at an Av. Distance 03km by MT. | 11,983.57 | cum | 195.1 | ₹23,37,994.51 |
| 7 | Carriage of Gabion Crates/ Boxes from Jammu to site of work and avg. distance of 50km by MT. | 0.6 | MT | 1,976.05 | ₹1,183.65 |
| 8 | Add cost of G. Crates | 812 | nos | 7,840 | ₹63,66,080 |
| 9 | Add cost of G. Boxes | 1,815 | nos | 1,350 | ₹24,50,250 |
| 10 | Add cost of PVC Coated Zinc Wire | 3,439 | kgs | 112 | ₹3,85,168 |
stage.html
html • 0.03 MB
tech_eval.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 • 1.51 MB
BOQ_1000639.xls
BOQ • 0.24 MB
alltcrrDATES.pdf
PDF • 0.37 MB
Combinecorrigendum.pdf
PDF • 0.37 MB
finalcorrigendum.pdf
PDF • 0.27 MB
corr.pdf
PDF • 0.62 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 .