Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | -7.86% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹1.6 L (0.68%)Admitted-Finance | -7.23% | ₹2.4 Cr+₹1.6 L (0.68%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹16.6 L (7.07%)Admitted-Finance | -1.35% | ₹2.5 Cr+₹16.6 L (7.07%) | L3 | Admitted-Finance |
| 4 | L4₹2.6 Cr+₹19.8 L (8.42%)Admitted-Finance | -0.10% | ₹2.6 Cr+₹19.8 L (8.42%) | L4 | Admitted-Finance |
Tender Value
₹2.6 Cr
EMD Value
₹5.1 L
Closing Date
12 Jun 2026, 6:00 pmClosed
Executive Enigneer
PWD Division Udhampur
Construction of 08 ACR at Govt. HSS Damnote
2026_PWDJK_311339_1
Fresh e-NIT No. 33 of 2026-27 dated 02.06.2026 2nd call
Open Tender
Civil Works
Percentage
540 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Executive Engineer PWD Division Udhampur
₹5.1 L
Udhampur
22 Jun 2026
2 Jun 2026
13 Jun 2026
2 Jun 2026
12 Jun 2026
2 Jun 2026
8 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 |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil | 975.84 | Sqm | 91.75 | ₹89,533.32 |
| 2Earth 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. | |||||
| 2.1 | All kind of soil @60% | 200 | Cum | 187.3 | ₹37,460 |
| 2.2 | Ordinary rock @40% | 133.33 | Cum | 392.8 | ₹52,372.02 |
| 3Earth 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: | |||||
| 3.1 | All kind of soil @60% | 238.03 | cum | 256.85 | ₹61,138.01 |
| 3.2 | Ordinary rock @40% | 158.68 | cum | 493.5 | ₹78,308.58 |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material All kind of soil | 16.49 | cum | 89.75 | ₹1,479.98 |
| 5 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 56.9 | Sqm | 416.5 | ₹23,698.85 |
| 6 | Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 29.9 | SQM | 183.2 | ₹5,477.68 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
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 • 2.56 MB
BOQ_1008169.xls
BOQ • 0.52 MB
File.PDF
PDF • 0.10 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 .