Tender For Interlocking Construction Work In Front Of Ward No. 06 Dr. Hedgewar Nagar Mazara Naya Nagar First Main Bsnl Office, Manjhanpur-Uttar Pradesh
TDR : 52212161
Tender Notice
BOQ
Expired
Manjhanpur
Uttar Pradesh
Tender For Interlocking Construction Work In Front Of Ward No. 06 Dr. Hedgewar Nagar Mazara Naya Nagar First Main Bsnl Office
Name of Work:- Ward No.06 Dr. Hedagevar Nagar Majara Naya Nagar Pratham Men Bsnl Office Ke Samane 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 soil DSR 2023 ITEM 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 2023 ITEM CODE 4.1.8
3
Centering and shuttering including strutting, propping etc. and removal of form for all heights : DSR 2023 ITEM 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 2023 ITEM CODE 5.1.3
5
Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 2023 ITEM CODE 5.22.6
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 2023 ITEM 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 rotavator at 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)
11
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