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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance | ₹10.0 L | L1 | Accepted-Finance Rate as per BSR |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
2 Sept 2026, 1:00 pmClosed
VDO GP Hansera
GP Hansera
Aanganbadi nirmaan kary unchaida, GP Hansera
2026_PRD_593602_1
44-47/Hansera
Open Tender
Miscellaneous Works
Percentage
as per tender document
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Sarpanch GP Hansera, MD RISL
₹20,000
Yes
9 Sept 2026
29 Aug 2026
2 Sept 2026
29 Aug 2026
2 Sept 2026
29 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 |
|---|---|---|---|---|---|
| 0.1 | work detial | - | - | - | - |
| 1.01 | 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. | 20.14 | cum | 178.46 | ₹3,594.18 |
| 1.02 | Cement concrete in floor with ston ballast size 40mm including curing and compaction etc in 1:4:8 mix | 3.36 | cum | 3,531.8 | ₹11,866.85 |
| 1.03 | Brick work in foundation and plinth using bricks of class designation-75 in CM 1:6 | 62.57 | cum | 4,698.68 | ₹2,93,996.41 |
| 1.04 | Damp proof course with RCC 1:1.5:3 mix | 2.63 | cum | 5,582.69 | ₹14,682.47 |
| 1.05 | Brick work in super structure using bricks of class designation-75 in CM 1:6 | 35.81 | cum | 248.61 | ₹8,902.72 |
| 1.06 | Reinforced cement concrete work including curing compaction, finishing with rendering in cement sand mortar 1:3 and making good and joints excluding cost of centering, shuttering and reinforcement in 1:1.5:3 (1cement: 1.5course sand: 3-graded stone aggregate 20mm nominal size) | 11.4 | Cum | 5,582.69 | ₹63,642.67 |
| 1.07 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) in foundation and super structure up to 4.5m height above plinth level hot rolled deformed (IS: 1139) cold twisted (IS: 1786) bars | 1,326.89 | Kg | 97.94 | ₹1,29,955.61 |
| 1.09 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of from work | 84.68 | Sqm | 319.04 | ₹27,016.31 |
| 1.1 | S & F Mosaic tiles on roof | 52.05 | Sqm | 845.13 | ₹43,989.02 |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_1053553.xls
BOQ • 0.31 MB
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