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Tender Value
₹28.4 L
EMD Value
₹56,718
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-08 WITHIN UTTARPARA KOTRUNG MUNICIPALITY, (List of 02 nos of road are attached in Annexure-I)
2026_KMDA_5018431_2
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
₹56,718
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 | 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. | - | sqm | - | - |
| 2 | 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.b) For each additional Depth of 150mm and part thereof. | - | sqm | - | - |
| 3 | 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. | 1 | Cu.M | - | - |
| 4 | 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 | - | - |
| 5 | Neat cement punning about 1.5mm thick in wall,dado, window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | - | Sqm | - | - |
| 6 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. | - | Sq.M | - | - |
| 7 | 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
I. SAIL/ TATA/RINL | - | MT | 1 | - |
| 8 | 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. | - | %Cum | - | - |
| 9 | 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. | - | Cu.M | - | - |
| 10 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Sqm | - | - |
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