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Tender Value
₹4.8 L
EMD Value
₹9,608
Closing Date
27 Aug 2026, 3:00 pmDue tomorrow
EE/West Midnapore Division
Office of the Executive Engineer West Midnapore Division Sekhpura, Midnapore, Paschim Medinipur
Maintenance and Repair of Boundary Wall at Sekhpura Irrigation Colony under West Midnapore Division in Block Medinipur Sadar PS Kotwali Dist Paschim Medinipur 2nd call
2026_IWD_5019100_6
WBIW/EE/WMD/NIT-08e/2026-27
Open Tender
CIVIL WORKS
Percentage
60 days
Midnapore Sadar
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,608
Yes
19 Aug 2026
19 Aug 2026
27 Aug 2026
19 Aug 2026
27 Aug 2026
19 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 | 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 | - | %cum | 14,214.6 | - |
| 2 | 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) | 1 | %cum | 9,241.22 | ₹9,231.98 |
| 3 | (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)
(B) Do - by fine sand | - | %cum | 71,461.52 | - |
| 4 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
a) In ground floor including roof. | - | Cum | 532.73 | - |
| 5 | 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 | - | Cum | 6,177.65 | - |
| 6 | 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)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 1 | sqm | 382.57 | ₹382.19 |
| 7 | 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 | - | Cum | 6,771.52 | - |
| 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, basement and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL | 1 | MT | 65,693.63 | ₹65,627.94 |
| 9 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | - | sqm | 831.32 | - |
| 10 | 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 | 180.84 | - |
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