Tender For Interlocking And Drain Construction Work From Manish Jewelers Shop To The Back Gate Of Rupsi Beauty Parlour In Ward No. 15 Battomal Ki Sarai Under Nagar Palika Parishad Khair., Khair-Uttar Pradesh
TDR : 49737301
Tender Notice
Corrigendum Details
BOQ
Expired
Khair
Uttar Pradesh
Corrigendum : Tender For Interlocking And Drain Construction Work From Manish Jewelers Shop To The Back Gate Of Rupsi Beauty Parlour In Ward No. 15 Battomal Ki Sarai Under Nagar Palika Parishad Khair.
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Sl. No.
Item Description
1
Excavationinfoundationinordinary soil (Loam, Clay or Sand) Including lift upto1.50mandleadupto30mand including filling watering and ramming of excavated earth into the trenches or intothespacebetweenthebuilding andthesidesoffoundationtrenches orintotheplinthandremovaland disposalofsurplusearthasdirected by the Engineer Incharge upto a distanceof30mfromthefoundation trenchesbyHydraulicexcavator/ manual means. Ch-4. S.I. 251
2
Earthworkincartedsoil(For2km lead) including ramming and dressing torequired levelandslops and including lift and lead, royalityetc. required for completion of work as per direction of E/I.
3
Providing, laying, spreadingand compactingstoneaggregatesof specific sizes (22.4 to 53 mm) to water boundmacadamspecification includingspreadinginuniform thickness,handpacking,rollingwith smooth wheel roller 80-100 kN in stagestopropergradeandcamber, applyingandbrooming,stone screeningtofill-uptheintersticesof coarseaggregates,wateringand compacting to the required density grading3asperTechnicalClause 405(3)
12mmcementplasteronbrickwork with cement mortar of mix (upto 10 mtr height from Ground level). 1:3 (1 cement:3coarsesand).Ch-13,S.I. 583)
6
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 gradedstoneaggregate40mm nominalsize)includingsupplyofall material, labour and T&P etc. required for proper completion of the work. Ch- 5, S.I. 275 (a)
7
Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 gradedstoneaggregate20mm nominalsize)includingsupplyofall material, labour and T&P etc. required for proper completion of thework. All work upto plinth level. Ch-5, S.I. 279)
8
Laying of I shaped precast Interlocking tiles of thickness 80mm Compress-ive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, fillingjointswithlocalsandall complete work.(80mm(Rubber molded Gray)) Ch-20, S.I. -11
9
Providing / Laying of inauguration board complete tem
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