Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.0 L+₹16,001.54 (4.17%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
18 Aug 2026, 4:00 pmClosed
Executive Engineer
Kotranka
Balance Work of Road from MS Bandian to MS Akher by way of P/L of 1.00 Mtr. HPC Culvert. (3rd call)
2026_PWDJK_320054_6
NIT No. 21 of 2026-27 dated 08.08.2026
Open Tender
Civil Works
Percentage
Kotranka
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
Executive Engineer PWD RnB Division Kotranka
₹8,000
24 Aug 2026
8 Aug 2026
19 Aug 2026
8 Aug 2026
18 Aug 2026
8 Aug 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 excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width & for shafts, wells, cesspits & the like not exceeding 10 sqm on plan, depth upto 1.5 m including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled & neatly dressed. All kinds of soil | 480 | Cum | 256.85 | ₹1,23,288 |
| 2 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) | 40 | Rmt | 4,653.3 | ₹1,86,132 |
| 3 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 600 mm dia. R.C.C. pipe (laying by manual/mechanical means) | 15 | Rmt | 2,415.8 | ₹36,237 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. (Back filling) | 249 | Cum | 218.4 | ₹54,381.6 |
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 • 0.83 MB
BOQ_1062365.xls
BOQ • 0.29 MB
corrinit21.pdf
PDF • 0.37 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 .