Tender For Interlocking Construction Work From Manjhanpur Osa Connecting Road Bardahai Pond To Anis Ahmeds House In Ward Number 07 Dr. Shyama Prasad Mukherjee Nagar Majra Katra Nagar., Manjhanpur-Uttar Pradesh
TDR : 51223813
Tender Notice
BOQ
Expired
Manjhanpur
Uttar Pradesh
Tender For Interlocking Construction Work From Manjhanpur Osa Connecting Road Bardahai Pond To Anis Ahmeds House In Ward Number 07 Dr. Shyama Prasad Mukherjee Nagar Majra Katra Nagar.
Name of Work: Ward No.07 Dr. Shyama Prasad Mukharje Nagar Majara Katara Nagar Men Mnjhanapur Osa Sampark Marg Baradahae Talab Se Anis Ahamad Ke Ghar Tak Interlocking Nirman Kary
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, lift up to 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 soilDSR 2023ITEM CODE2.8.1
2
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023ITEM CODE 4.1.8
3
Centering and shuttering including strutting, propping etc. and removal of form for all heights : DSR 2023ITEM CODE 5.9.4
4
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023ITEM CODE5.1.3
5
Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 2023ITEM CODE5.22.6
6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) . DSR 2023ITEM CODE 6.1.1
7
Earthwork in embankment with ordinary soil, obtained from excavation in the form of regular pits not exceeding 0.50 m in depth, including breaking of clods, removal of roots and other deleterious materials, spreading in layers not exceeding 20 cm thickness, watering and compaction with suitable mechanical means to achieve 97%–100% of maximum dry density (Proctor density) as per IS:2720, including all lifts and leads, complete as per specifications and direction of the Engineer-in-Charge.
8
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smooth MORD Specific - ations 401
9
Supply and Laying of 80mm thick I Shaped Mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minium 5mm thick topping of D.P. cement mixed with 25% marble powder. The compressive stength of concrete paver blocks shall not be less than 30 MPa & kg/no. including cost of all material,labour T&P etc. required for proper completion of work as directed by Engineer-in Charge but including taxes. As per PWD Speicification item no 19
10
Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 4:2:1 including supply of all materials, labour, tools & plant etc required for proper completion of the work. PWD SOR 279(A)
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