Loading
Loading…
Loading…
Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance | L1 | Accepted-Finance Rate as per BSR |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
18 Mar 2026, 1:00 pmClosed
VDO
GP Khiyera
Underground HUME pipe daalne ka kary english medium school se Ginnani ki or khiyera
2026_PRD_546262_1
151-153
Open Tender
Miscellaneous Works
Percentage
180 days
as per tender document
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
GP Khiyera, MD RISL
₹20,000
Yes
8 Apr 2026
14 Mar 2026
18 Mar 2026
14 Mar 2026
18 Mar 2026
14 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 |
|---|---|---|---|---|---|
| 0.1 | work detial | - | - | - | - |
| 1.01 | Earth work in trench excavation up to 1.5m, back filling and disposal of surplus soil with in a lead of 50m. In
hard soil. By mechanical means. | 1,063.65 | Cum | 56.71 | ₹60,319.59 |
| 1.02 | P & L RCC HUME pipe NP-3 -450mm dia | 354.55 | Mtr. | 2,368.73 | ₹8,39,833.22 |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not
exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.( PWD BSR -2022 - S4 - Less 10%) | 1,063.65 | Cum | 57.6 | ₹61,266.24 |
| 1.04 | Earth work in foundation excavation up to 1.5m, ramming bottom, dressing sides, back filling and disposal
of surplus soil with in a lead of 50m. | 3.31 | Cum | 143.92 | ₹476.38 |
| 1.05 | Brick work in foundation and plinth using bricks of class designation-75 in CM 1:6 | 4.08 | cum | 4,346.06 | ₹17,731.92 |
| 1.06 | 20mm thick plaster on new work including curing and racking of joints in CM 1:4 | 22.35 | Sqm | 197.8 | ₹4,420.83 |
| 1.07 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design
etc.600mmx800mm(RUDPI BSR -2023 Less - 10%) | 2.76 | Sqm | 2,952 | ₹8,147.52 |
| 1.08 | Earth work in foundation excavation up to 1.5m, ramming bottom, dressing sides, back filling and disposal
of surplus soil with in a lead of 50m. In hard soil. | 0.55 | cum | 178.46 | ₹98.15 |
| 1.09 | Cement concrete in foundation and plinth with stone ballast size 40mm including curing and compaction etc
in 1:4:8 mix | 0.19 | cum | 3,629.72 | ₹689.65 |
stage.html
html • 0.03 MB
techsummary_974109.pdf
BOQ Comparative Chart
xlsx
finsummary_974109.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 • 5.01 MB
BOQ_974109.xls
BOQ • 0.24 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 .