Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Finance | -37.89% | ₹9.2 L | L1 | Admitted-Finance |
| 2 | L2₹10.5 L+₹1.2 L (13.2%)Admitted-Finance | -29.70% | ₹10.5 L+₹1.2 L (13.2%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically Not Qualified |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹14.9 L
EMD Value
₹29,744
Closing Date
3 Jul 2026, 1:00 pmClosed
Executive Engineer CMD PDC Udhampur
Executive Engineer CMD PDC Udhampur
Protection works at Swena Nallah for safeguarding the piers and abutments of the Aqueduct CHEP I.
2026_SPDC_311472_3
eNIT 05 of 2026-27
Open Tender
Civil Works
Percentage
60 days
Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
CPAO Jammu
₹29,744
Office of Chief Engineer CIandD Wing JKPDC Jammu
16 Jul 2026
6 Jun 2026
4 Jul 2026
6 Jun 2026
3 Jul 2026
6 Jun 2026
6 Jun 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 |
|---|---|---|---|---|---|
| 1Earth work in bulk excavation by manual means 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. | |||||
| 1.1 | All kinds of soil : | 161.28 | Cum | 592.9 | ₹95,622.91 |
| 1.2 | Ordinary Rock | 69.12 | Cum | 940.3 | ₹64,993.54 |
| 2 | Supply of Crates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire
diameter 2.70/3.70 mm (ID/OD). | 1,900.8 | Cum | 332.5 | ₹6,32,016 |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 518.4 | Cum | 371.15 | ₹1,92,404.16 |
| 4 | 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 50m and lift upto 1.5m. | 234 | Cum | 218.4 | ₹51,105.6 |
| 5 | Stone Boulder 50 mm to 200 mm | 440.64 | Cum | 665 | ₹2,93,025.6 |
| 6Carriage of Materials by Manual Transport: | |||||
| 6.1 | Stones 100m | 440.64 | Cum | 358.63 | ₹1,58,026.72 |
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 • 0.69 MB
SBDW3.pdf
Other Document • 0.53 MB
BOQ_1008517.xls
BOQ • 0.38 MB
Extension.pdf
PDF • 0.19 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 .