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Construction Of Guard Wall Anddrainage System Of Fountain Near Mukutmonipur Stallsunder Mukutmonipur Devlopment Authority Under K.C.Division-Ii,Khatra, Bankura-West Bengal

Irrigation and Waterways Department has published Construction Of Guard Wall Anddrainage System Of Fountain Near Mukutmonipur Stallsunder Mukutmonipur Devlopment Authority Under K.C.Division-Ii,Khatra. Submission Date for this Tender is 21-11-2023. Wall construction Tenders in Bankura West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

40538000
Construction Of Guard Wall Anddrainage System Of Fountain Near Mukutmonipur Stallsunder Mukutmonipur Devlopment Authority Under K.C.Division-Ii,Khatra
Open Tender
Indian
West Bengal
Bankura
21-11-2023

Tender Details

Construction Of Guard Wall Anddrainage System Of Fountain Near Mukutmonipur Stallsunder Mukutmonipur Devlopment Authority Under K.C.Division-Ii, Khatra

Key Value

Document Fees
Refer document
EMD
INR 5848.0 /-
Tender Value
INR 2.92 Lakhs /-

BOQ Items

Name of Work: "Construction of Guard wall andDrainage system of Fountain Near Mukutmonipur Stallsunder Mukutmonipur Devlopment Authority under K.C.Division-II,Khatra".
Sl. No. Item Description
1Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. (b) above 150 mm. thick
2Earth 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.
3Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
4Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of A) Beyond 500 metre and upto 1.00 km NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.
5Ordinary 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. (a) Pakur Varity
6Hire 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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
7Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length(b) 110 mm
8Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.Above ground 110 mm dia.
9Plaster (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 c) 10 mm thick plaster
10Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
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