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Tender Value
₹14.3 L
EMD Value
₹28,505
Closing Date
7 Aug 2026, 4:00 pm
Executive Engineer, Malda Ars Area W/S Divn, PHED.
The Executive Engineer, Malda Ars Area W/S Divn, PHED. DOULATPUR PHE COMPLEX, MALIHA MALDA-732102
Dismantling and reconstruction of the top dome of a 450 cum overhead reservoir, and Construction of an operators restroom with an attached toilet under Jote Gopal Kagmari distribution zone of Northern sector under Malda Arsenic Area W/S Divn., PHED.
2026_PHED_1034198_4
WBPHED/EE/MAAD/NIeT _05 of 2026-2027.
Open Tender
CIVIL WORKS
Percentage
DOULATPUR PHE COMPLEX, MALIHA MALDA-732102
Please refer Tender documents.
3 documents required · 3 mandatory
₹28,505
Yes
24 Jul 2026
24 Jul 2026
10 Aug 2026
25 Jul 2026
7 Aug 2026
25 Jul 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 |
|---|---|---|---|---|---|
| 1Part A-1 :- Dismantling and reconstruction of the top dome of a 450 cum overhead reservoir. | |||||
| 1.01 | (b) Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m. | 866.64 | Cum | 149 | ₹1,29,129.36 |
| 1.02 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. | - | - | - | - |
| 1.03 | (b) Extra rate for each addl floor over the rate of ground floor. | 16.7 | Cum | 2,206 | ₹36,840.2 |
| 1.04 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge Consumption of cement will be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 25 Grade (Rate Analysis) | - | - | - | - |
| 1.05 | i) Pakur Variety | - | - | - | - |
| 1.06 | Add extra over the rate of ground floor for basement and each additional floor above ground floor for items 4 to 10
i. Upto 4th floor - 58.88
ii. Above 4th floor - 71.44
note : Floor height as top of the bracing | - | - | - | - |
| 1.07 | vi. 20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.) | 13.5 | Cum | 6,244.75 | ₹84,304.13 |
| 1.08 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge Consumption of cement will be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation. [using concrete mixture]
M 30 Grade (Rate Analysis) | - | - | - | - |
| 1.09 | i) Pakur Variety :- 20 M & Above upto top of OHR (Heel beam, Bottom dome, Shell wall, Bottom & Top ring beam etc.) | 3.2 | Cum | 6,421.88 | ₹20,550.02 |
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