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Tender Value
Refer Docs
EMD Value
₹2,145
Closing Date
29 Jun 2026, 2:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
EE
S/O
Laying of 300 mm dia sewer line 15 mtr at omnarayan tiwari house to govind mishra ward 70
2026_DOLBU_1162745_4
JalKal / 1060 / EE Zone 3 /
Open Tender
Miscellaneous Works
30 days
Jal Kal Vibhag Kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Jal Kal Vibhag
₹2,145
22 Jun 2026
22 Jun 2026
29 Jun 2026
22 Jun 2026
29 Jun 2026
22 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Tar road cutting & Its stracking etc all lab T&P
etc all complete. | 18 | sqm | 550 | ₹9,900 | 556 |
| 2 | Tar road cutting & Its stracking etc all lab T&P
etc all complete. | 4.5 | sqm | 550 | ₹2,475 | 25555 |
| 3 | Dismantling of kharanja and its stacking with
oldmatterial including supply of labour 'T&P
etc all complete as directed by site I/C.. | 18 | sqm | 230 | ₹4,140 | 65 |
| 4 | Dismantling of kharanja and its stacking with
oldmatterial including supply of labour 'T&P
etc all complete as directed by site I/C. | 4.5 | Cum | 230 | ₹1,035 | 1656 |
| 5 | Excavation of foundation in ordinary soil
(loam clay or sand) including lift upto 1.5
m and lead upto 30mts. And Including filling
watering and ramming of excavatied earth
into tranches or into the between the building
&the side of foundation trenches or into the
plainth & removel of surplus earth upto a
distanceof 30 mts.from the foundation trenches
etc all complete as per direction of site I/C. (A) Lift upto 1.50Mts. (B) Lift upto 3.00Mts. | 27 | Cum | 105 | ₹2,835 | 165 |
| 6 | Excavation of foundation in ordinary soil
(loam clay or sand) including lift upto 1.5
m and lead upto 30mts. And Including filling
watering and ramming of excavatied earth
into tranches or into the between the building
&the side of foundation trenches or into the
plainth & removel of surplus earth upto a
distanceof 30 mts.from the foundation trenches
etc all complete as per direction of site I/C. (A) Lift upto 1.50Mts. (B) Lift upto 3.00Mts. | 7.65 | Cum | 105 | ₹803.25 | 5555 |
| 7 | Concrete with 4cm gauge B/B,white lime andfine
surkhi in foundation and under floors inthe
propotion of 100:16:32 including supplyof all
mat., lab., T&P.etc all complete as directed by
site I/C | 2.7 | days | 3,640 | ₹9,828 | 456 |
| 8 | Concrete with 4cm gauge B/B,white lime andfine
surkhi in foundation and under floors inthe
propotion of 100:16:32 including supplyof all
mat., lab., T&P.etc all complete as directed by
site I/C | 0.45 | Cum | 3,640 | ₹1,638 | 1 |
| 9 | Making necessary arrangement of barricating
sal ballies fixed horizontaly &verticaly withprovision
of red flag red lantern and night watchment including
supply of all mat.T&P etcall complete as directed by site I/C | 30 | Qtl | 65 | ₹1,950 | 161 |
| 10 | Making necessary arrangement of barricating
sal ballies fixed horizontaly &verticaly withprovision
of red flag red lantern and night watchment including
supply of all mat.T&P etcall complete as directed by site I/C | 10 | Qtl | 65 | ₹650 | 753 |
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