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Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block, Delhi-Delhi

Irrigation And Flood Control Department-IFCD has published Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block. Submission Date for this Tender is 28-02-2022. Wall construction Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

31186107
Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block
Open Tender
Indian
Delhi
Delhi
28-02-2022

Tender Details

Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block Construction Of Boundary Wall Between Rd 7000M To Rd 8000M On Left Bank Of Mundella Drain In N.G. Block

Key Value

Document Fees
Refer document
EMD
INR 106044.0 /-
Tender Value
INR 53.02 Lakhs /-

BOQ Items

Name of Work :- A/R & M/O Bunds & Drain during the Financial Year 2021-22. Sub - Work:- Construction of Boundary Wall between RD 7000m to RD 8000m on Left Bank of Mundella Drain in N.G. Block..
Sl. No. Item Description
1Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
3Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
4Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers
5Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts
6Centering and shuttering including strutting, propping etc. and removal of form for all heights : Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
7Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
8Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to Floor Two Level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
9Masonary work with C&D recycled concrete block of size 400x200x100mm in foundation plinth with cement mortar 1:4 (1 Cement : 4 coarse sand) (concrete block shall be supplied by the department.)
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all level. T.M.T. bars
1112 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
12Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
13Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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