Construction, Building Material, Construction Material, Civil Construction, Civil Work, Drainage Work, Drainage, Manhole Construction, Excavation, Excavation Work, Water Purification, Septic Tank, Mineral Textile Rubber and Lather, Minerals, Mica, SUJANPUR-Himachal Pradesh

Provision Of 01 X Ojl For 401 ( I ) Arty Bde - 5 Foundation And Flooring :- ( A ) Excavation. Excavation In Trenches Not Exceeding 0.90M Width And 1.50M Depth For Column / Dwarf Wall Fdn In Hard / Dense Soil And Consolidation. Removal Of Surplus Soil, And Spreading At A Distance Not Exceeding 50M. ( B ) Foundation. Column Foundation Shall Be Size 300Mm X 230Mm X 970Mm Below Gl In Pcc ( 1:2:4 ) Type B1 Using 20 Mm Graded Stone Crushed Aggregate As Per Is 383-1970 Over 100 Mm Thick Pcc ( 1:4:8 ) Sub Base. Column Footing Shall Be Raised Above Gl Upto Plinth Level. Foundation Bolts 4 Nos 16Mm X 450Mm With Nut & Washer Shall Be Grouted In Each Column Foundation All As Per Drawing. ( C ) Dwarf Wall :- Brick Wk In Cm ( 1:6 ) Height Of Plinth Above Gl Shall Be 320Mm And Below Gl 650Mm Over 100Mm Thick Pcc 1:4:8 Type D2 Sub Base. ( D ) Dpc. Pcc ( 1:2:4 ) Type B1 Using Stone Crushed Aggregate Graded 20Mm As Per Is 383-1970 40Mm Thick With Wpc 3% Of Weight Of Cement Shall Be Placed Over Dwarf Wall. ( E ) Flooring. Pcc 1:2:4, 40 Mm Thick Using Stone Crushed Aggregate Graded 20Mm As Per Is 383-1970 Over 75Mm Thick Pcc 1:4:8 Using Stone Crushed Aggregate Graded 40Mm As Per Is 383-1970 Sub Base Over 100Mm Thick Rammed Stone Boulder Hardcore 63Mm Over Thick Rammed Earth Shall Be Provided. ( F ) Construction Material. Following Constr Mtrl Will Be Used For Foundation, Column, Flooring , Plinth Protection , Manhole , Septic Tanks And Soakage Pit Etc :- ( I ) Ordinary Portland Cement Grade 43, Is-12269-1990, Packed In 50 Kgs Hdpe Bags Conforming To Isi 1652 / 2000. Make : Acc / Ambuja / Jk. ( Ii ) Coarse Sand Sand Shall Be Clean, Sharp, Angular Hard And Durable Free From Adherent Coating And Shall Not Contain Clay, Mica And Other Impurities. The Maximum Quantities Of Clay And Fine Silt In Sand Shall Not Be More Than 5% By Mass As Per Is-383-1970.

Refer document

INR 12600.0 /-

Refer document