Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.6 LAdmitted-Finance 1073 214 MATTA ROAD HIDYAL KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | L1 | Admitted-Finance | ||
| 2 | L2₹60.6 L+₹10.0 L (19.7%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹71.0 L+₹20.4 L (40.2%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹78 L
EMD Value
₹1.6 L
Closing Date
1 Jul 2026, 4:00 pmClosed
Er Gurjeet singh
XEN PADDAR
REFER TO BOQ
2026_PWDJK_312084_1
e-NIT No. 10 of 2026-27 Dated 10-06-2026
Open Tender
Civil Works
Percentage
90 days
paddar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD Division Paddar
₹1.6 L
8 Jul 2026
10 Jun 2026
2 Jul 2026
10 Jun 2026
1 Jul 2026
10 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 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. 2.6.1 All kinds of soil : | - | cum | 592.9 | - |
| 2 | Earth 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. 2.6.2 Ordinary Rock | - | cum | 940.3 | - |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m
in width) and for shafts, wells, cesspits 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: | - | cum | 479.3 | - |
| 4 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m
in width) and for shafts, wells, cesspits 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:25 meter beyond 1 m
from cutting edge All kinds of soil : | - | cum | 576.45 | - |
| 5 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m
in width) and for shafts, wells, cesspits 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:25 meter beyond 1 m
from cutting edge.Ordinary rock : | - | cum | 1,013.55 | - |
| 6 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material
and disposal of unserviceable material. 2.27.1 Beyond 30 cm girth upto and including 60 cm girth. | 12 | no. | 379.05 | ₹4,548.6 |
| 7 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material
and disposal of unserviceable material. 2.27.2 Beyond 60 cm girth upto and including 120 cm girth. | 7 | no. | 1,683 | ₹11,781 |
| 8 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:
7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | cum | 5,402.9 | - |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | cum | 5,202.9 | - |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth7.3.2 Without bond stone | - | cum | 2,793.8 | - |
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 • 0.75 MB
BOQ_1010267.xls
BOQ • 0.34 MB
NIT9.pdf
PDF • 0.73 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 .