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Tender Value
₹3.8 L
EMD Value
₹7,647
Closing Date
3 Oct 2026, 4:00 pm6d left
EXECUTIVE OFFICER
1/1 WEST GHOSHPARA ROAD, KANKINARA, PIN 743126
Proposed Construction of Fencing at Athpur Sammilani, S.C.Roy Path, P.O Athpur, in ward no-21, North 24 Parganas Under Bhatpara Municipality.
2026_MAD_1042420_1
MAD/ULB/BHATPARA/DR-2/465
Open Tender
Miscellaneous Works
Percentage
15 days
BHATPARA MUNICIPALITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7,647
17 Sept 2026
17 Sept 2026
5 Oct 2026
17 Sept 2026
3 Oct 2026
17 Sept 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 | 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. | 16.95 | %Cu.M | 11,927 | ₹2,02,207.38 |
| 2 | (A) 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) | 2.78 | %Cu.M | 93,621 | ₹2,60,412.66 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 37.09 | Sq.M | 361 | ₹13,388.59 |
| 4 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety | 9.52 | Cu.M | 5,781.09 | ₹55,035.98 |
| 5 | Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth | 16.43 | Cu.M | 5,413 | ₹88,908.53 |
| 6 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(c) 15 mm thick plaster | 168.55 | Sq.M | 151 | ₹25,451.05 |
| 7 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m. | 159.1 | Sq.M | 34 | ₹5,409.4 |
| 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
JSW / JSPL / SHYAM / SRMB / BMASL / ELECROSTEEL / SSL | 0.84 | MT | 60,150 | ₹50,562.12 |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
(f) 25 mm to 30 mm shuttering without staging in foundation | 23.31 | Sq.M | 209 | ₹4,872.31 |
| 10 | 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. | 3.39 | %Cu.M | 7,754 | ₹26,291.88 |
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