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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.7 L
EMD Value
₹9,452
Closing Date
16 Mar 2026, 6:55 pmClosed
Chairman
Baduria Municipality
Construction of Concrete Road Start from Gopal Ghoshs house to Balay Ghoshs house in ward no. 6
2026_MAD_1018884_5
BM/NIT/E-723
Open Tender
CIVIL WORKS
Percentage
90 days
Baduria
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,452
Yes
25 Aug 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
16 Mar 2026
7 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 |
|---|---|---|---|---|---|
| 1.01 | Labour for taking out old soling edging including removing debris
(a) Single flat soling
P-230, It-15/a | 300 | % m2 | 981 | ₹2,94,300 |
| 1.02 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
P-1
It-2 | 14.06 | %m3 | 11,927 | ₹1,67,693.62 |
| 1.03 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation.
P-1,
It.-3 | 2.81 | %m3 | 7,754 | ₹21,788.74 |
| 1.04 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting
and removing plants and jungles when and where necessary.
(a) Depth up to 150 mm
P-240,
It.-3.16
R&B | 262.5 | m2 | 14.4 | ₹3,780 |
| 1.05 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
P-2
It-4A | 19.68 | %m3 | 93,621 | ₹18,42,461.28 |
| 1.06 | Single brick flat solling of picked jhama bricks including ramming and dressing bed to proper level, and or local sand.
P-14, Sl.-1 | 183.75 | m2 | 361 | ₹66,333.75 |
| 1.07 | Cement concrete with Graded Stone balast (40 mm size) excluding shuttering. In Ground floor and foundation. (a) 6:3:1 proportion
P-9, Sl.-26/b | 2.81 | m3 | 5,248.44 | ₹14,748.12 |
| 1.08 | 125 mm thick brick with 1st class brick in cement morter (4:1) in Ground Floor
P-3,
Sl.-8 | 112.5 | m2 | 728.56 | ₹81,963 |
| 1.09 | Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in
between layers when more than one layer is used)
(a) Single brick flat soling (thickness 75 mm)
P-226, It-2/a | 78.75 | %m2 | 3,584 | ₹2,82,240 |
| 1.1 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
P-47,
It.-3 | 262.5 | m2 | 24 | ₹6,300 |
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