Tender For Repairing Of Reservoir Of Chora 7&9 Under Kenda Areanit No.: Ecl/Gm/Knd/Ae(C)/ E-Tender/26-27/19, Date : 24.06.2026, Paschim Bardhaman-West Bengal
TDR : 56166700
Tender Notice
BOQ
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Paschim Bardhaman
West Bengal
Tender For Repairing Of Reservoir Of Chora 7&9 Under Kenda Areanit No.: Ecl/Gm/Knd/Ae(C)/ E-Tender/26-27/19, Date : 24.06.2026
Name of Work:- Repairing of reservoir of Chora 7&9 under Kenda AreaNIT No.: ECL/GM/Knd/AE(C)/ e-tender/26-27/19, Date : 24.06.2026
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In mud mortar
5
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
7
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
8
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
9
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