Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical accepted |
| 2 | Accepted-Technical | Accepted-Technical accepted |
| 3 | Accepted-Technical | Accepted-Technical accepted |
Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
20 May 2026, 12:00 pmClosed
DDC Mandi Parishad Jhansi
Kishan mandi bhawan kanpur road jhansi
Construction of 02 Nos. 100 MT godown in grain mandi at NMY Kalpi.
2026_RKUMP_1143048_1
etender-2026-73 dt 28.04.2026
Open Tender
Civil Works - Buildings
Percentage
270 days
kalpi
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,890
Yes
DDC Mandi Parishad
₹2.2 L
ddc rkump jhansi
22 May 2026
4 May 2026
20 May 2026
4 May 2026
20 May 2026
4 May 2026
4 May 2026 - 20 May 2026
18 May 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 | Boaring and casting of 30cm. dia double under reamed pile of 50cm. dia of bulb and 3.50m deep below ground level in black cotton soil consisting 04 nos.12mm dia main bar and 6mm dia stirrups @ 25cm. c/c filled with R.C.C. in proportion of 1:2:4 cement, coarse sand and 20mm. gauge stone grit including supply of all materials, labour, T&P etc. required for proper completion of the work and as per direction of Engineer-in-charge. Analysis. | 14 | Nos. | 4,857 | ₹67,998 |
| 2 | Boaring and casting of 20cm. dia single under reamed pile of 50cm. dia of bulb and 3.50m deep below ground level in black cotton soil consisting 04 nos.10mm dia main bar and 6mm dia stirrups @ 25cm. c/c filled with R.C.C. in proportion of 1:2:4 cement, coarse sand and 20mm. gauge stone grit including supply of all materials, labour, T&P etc. required for proper completion of the work and as per direction of Engineer-in-charge. Analysis. | 14.5 | Nos. | 2,055 | ₹29,797.5 |
| 3 | Excavation in foundation in black cotton soil including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches with use of special tools and plants such as pick axes and sabbals etc required for proper completion of the work.
S.I.No.257 | 6.64 | Cum | 157 | ₹1,042.48 |
| 4 | R.C.C. work with cement approved coarse sand and 2 cm. gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all material labour, tools and plants required for proper completion of the work including cost of binding wire
S.I.No. 287 | 12.9 | Cum | 7,410 | ₹95,589 |
| 5 | Same as item no.4 above but in the R.C.C. lighter beam 1:1.5:3 having spans up to 6 meters. required for proper completion of the work
S.I.No. 285 (i) | 13.93 | Cum | 9,050 | ₹1,26,066.5 |
| 6 | M-150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work.
S.I.No. 304 | 16.73 | Cum | 5,650 | ₹94,524.5 |
| 7 | Sand filling in plinth including supply of necessary quantity of sand from a suitable distance including watering, dressing etc. inlcluding supply of all materials, labour, T & P etc required for proper completion of work. S.I. No. 255 | 40.72 | sqm | 1,810 | ₹73,703.2 |
| 8 | 2 cm thick damp coarse with cement and approved coarse sand in 1:2 with and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers including supply of all materials, labour, T&P etc required for proper completion of the work and including proper curing shuttering as necessary.
S.I.No.360 | 16.66 | sqm | 189 | ₹3,148.74 |
| 9 | Same as item no.4 above but R.C.C. work in 1:1.5:3 in Column work.
S.I.No.289 | 3.97 | Cum | 10,070 | ₹39,977.9 |
| 10 | Same as item no.4 above but R.C.C. work in 1:1.5:3 in slab work SI.No.283 (i) | 23.12 | Cum | 8,800 | ₹2,03,456 |
stage.html
html • 0.02 MB
tech_bid_open.pdf
tech_eval.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 • 1.79 MB
BOQ_2140528.xls
BOQ • 0.30 MB
takalpimandigodown100mt.pdf
Tender Documents • 1.46 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 .