Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-Finance | ₹6.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.3 LAccepted-Finance | ₹6.3 L | L2 | Accepted-Finance L2 |
| 3 | L3₹6.5 LAccepted-Finance | ₹6.5 L | L3 | Accepted-Finance L3 |
| 4 | L4₹6.6 LAccepted-Finance | ₹6.6 L | L4 | Accepted-Finance L4 |
| 5 | L5₹6.8 LAccepted-Finance | ₹6.8 L | L5 | Accepted-Finance L5 |
Tender Value
₹7.8 L
EMD Value
₹15,660
Closing Date
30 Mar 2026, 6:00 pmClosed
Executive Enigneer
pwd division udhampur
Chompal Nallah (Fagari Ser Jaganoo) via Arjana Salunt Neeli Jugal GMS Dhandal (L 3.50 km) (Under UT Capex Permanent Restoration) (2nd Call)
2026_PWDJK_306619_3
e-NIT No. 174 of 2025-26 Dated 23-03-2026
Open Tender
Civil Works
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Udhampur
₹15,660
15 Apr 2026
23 Mar 2026
31 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 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 excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, esspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kind of soil | |||||
| 2Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 G.I. wire crates having wire diameter 4 mm with mesh spacing 100 mm x 100 mm mechanically woven diagonally | |||||
| 3Dumpimg stone including cost of stones. in Horizontal on level | |||||
| 4Filling 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. | |||||
| 5Carriage of material by mechanical transportation. | |||||
| 5.1 | Stone av lead 8 km | - | cum | - | - |
| 5.2 | Disposal of earth av lead 1 km | - | cum | - | - |
stage.html
html • 0.05 MB
techsummary_995495.pdf
BOQ Comparative Chart
xlsx
fin_eval.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 • 0.61 MB
BOQ_995495.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid
