Tender For Construction Work Of Interlocking Road & Drain From The House Of Ashwani Kumar To House Of Sarvesh Saxena In Sector-6 Awas Vikas Hanspuram Maharajpur Kanpur Nagar., Kanpur-Uttar Pradesh
TDR : 55109971
Tender Notice
BOQ
6 Days Left
Kanpur
Uttar Pradesh
Tender For Construction Work Of Interlocking Road & Drain From The House Of Ashwani Kumar To House Of Sarvesh Saxena In Sector-6 Awas Vikas Hanspuram Maharajpur Kanpur Nagar.
Name of Work:- Construction work of Interlocking Road & Drain From the House of Ashwani kumar to House of Sarvesh Saxena in Sector-6 Awas vikas Hanspuram Maharajpur Kanpur Nagar.
Sl. No.
Item Description
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e/w in surface excavation not exceding 30 cm in depth but exceding 1.5 m width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the engineer-in-charge 2.1.1 all kind of soil. Chapter-4 SI no 1 ref. to DSR/PWD 2.6(2.6.1)
Providing and fixing at or near ground level precast cement concrete in kerbs edging etc. as per approved pattern and setting in position with cement moetar 1:3 Including the cost of required centering shuttering complete. 1:1.5:3 (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR 4.6.1
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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. DSR 16.63
5
Granular Sub-Base with Graded Material (Table:-400-1) Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC,Spreading in uniform layers with motor grader on prepared dsurface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Grarding -I
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Providing and laying of Interlocking concrete block pavement with 80 mm thick ICBP having strenth not less than 30 kn/m2 complete as per Technical Specificatation Clause1500
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Carriage of materials by manual labour including loading unloading and stacking for lead less than 0.50km
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Brick ballast
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Finesand
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Interlocking
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Excavating supplying and filling of local earth (including royalty) by mechnical transport up to a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth side of fondation etc. PWD DSR 2.25(a)+2.25(c)
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S/F of 4x2.5 feet size granite stone at site including writing painting with graving and cartage up to site complete/ Please Enable Macros to View BoQ information
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