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Maintenance Of Drain ( Raising Of Boundary Wall And Providing And Fixing Of Gate For Cleaning Of Irrigation Drain Between Block-H , I-J And D-E-Block In Sector-22 ) , Noida, NOIDA-Uttar Pradesh

New Okhla Industrial Development Authority-NOIDA has published Maintenance Of Drain ( Raising Of Boundary Wall And Providing And Fixing Of Gate For Cleaning Of Irrigation Drain Between Block-H , I-J And D-E-Block In Sector-22 ) , Noida. Submission Date for this Tender is 27-01-2021. Drainage Tenders in NOIDA Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26616214
Maintenance Of Drain ( Raising Of Boundary Wall And Providing And Fixing Of Gate For Cleaning Of Irrigation Drain Between Block-H , I-J And D-E-Block In Sector-22 ) , Noida
Open Tender
Indian
Uttar Pradesh
NOIDA
27-01-2021

Tender Details

Maintenance Of Drain ( Raising Of Boundary Wall And Providing And Fixing Of Gate For Cleaning Of Irrigation Drain Between Block-H , I-J And D-E-Block In Sector-22 ) , Noida

Key Value

Document Fees
INR 2124 /-
EMD
INR 94500.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:- M/o Drain (Raising of Boundary wall and P/F of Gate for Cleaning of Irrigation Drain between Block-H,I-J and D-E-Block in Sector-22), Noida
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start excavetion only after getting permission of Engineer -in Charge . 267 cum
2 2 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 sum on plan) including dressing of sides and amming 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. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start excavetion only after getting permission of Engineer -in Charge . 9 Cum
3 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 43 cum
4 4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 10 cum
5 5 Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. 66 sqm
6 6 Centring and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. 29 sqm
7 7 Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for : 128 sqm
8 8 Providing and laying in position ready mixed M-25 grade concrete for reinforced concrete work , using cement content as per approved design mix , manufactured in fully automatic batching plant and transported to site of work in transit mixer for a leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately ),All works upto plinth level. 112 cum
9 9 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Cold twisted bars. 8728 kg
10 10 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 2964 kg
11 11 Filling 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 up to 1.50 mt. 27 cum
12 12 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) 1551 sqm
13 13 Neat cement punning 20 sqm
14 14 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 250 cum
15 15 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work . 258 sqm
16 16 Brick work with F.P.S. bricks of class designation 100 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 190 cum
17 17 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sum). 1416 sqm
18 18 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). 228 sqm
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