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Tender Value
₹44.0 L
EMD Value
₹87,958
Closing Date
1 Sept 2026, 2:00 pm
SE/C-II/RB/KMDA
OFFICE OF THE SUPERINTENDING ENGINEER CIRCLE-II, R and B SECTOR, K.M.D.A. UNNAYAN BHAVAN, BLOCK -A, (7TH FLOOR) BIDHAN NAGAR, KOLKATA -700 091
DEVELOPMENT AND REPAIR OF ROAD AT WARD NO -06 WITHIN UTTARPARA KOTRUNG MUNICIPALITY, (List of 04 nos of road are attached in Annexure-I)
2026_KMDA_5018431_1
25/SE/C-II/RB/KMDA/ W-28 (Part-VIII) of 2025-2026 (3rd Call) DATE 11/08/2026
Open Tender
CIVIL WORKS
Percentage
60 days
UNNAYAN BHAWAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹87,958
18 Aug 2026
18 Aug 2026
3 Sept 2026
18 Aug 2026
1 Sept 2026
18 Aug 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 | Labour for taking out old soling edging including removing debris
(a) Single flat soling | - | %sqm | - | - |
| 2 | 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. | 1 | %Cum | - | - |
| 3 | Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. | 1 | Cu.M | - | - |
| 4 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
a) Pakur Variety | 1 | Cu.M | - | - |
| 5 | 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) | - | %sqm | - | - |
| 6 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Sqm | - | - |
| 7 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | - | Sqm | - | - |
| 8 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. a) In 1:4 proportion. | - | Cu.M | - | - |
| 9 | 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]. (ii) With 1:4 cement mortar (a) 20 mm thick plaster | - | Sqm | - | - |
| 10 | Neat cement punning about 1.5mm thick in wall,dado, window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | - | Sqm | - | - |
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