Tender For In Islamabad, Street No. 8, Badwala Takiya, Shadab Atardiyas house, Istakhabs house, Shabir Tabuzs house, Bobis house, Noshads house, CC interlocking tile work - Earth work in cutting or embankment in ordinary Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 2 Construction of Granular Sub Base providing well graded Mterial, spreading in uniform layers with tractor mount grader on prepared surface mixing by mix in place methodwith Rotavator at OMC , and compacting with smooth wheel rollerto achieve the desired density,complete as per TECHNICAL SPECIFICATION clause 401 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 4 M -150 Brick Work with 1:4 (one cement & four coarse sand mortar in foundation and plinth including supply of all materials,labour , T & Petc. required for proper completion of the work as per S.I. No 5 Cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , T & Petc. required for proper completion of the work as per S.I. No. 6 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, T & P etc. required for proper completion of the work as per S.I. No. 7 Supply of 80 mm thick Precast cement concrate I shapedinterlocking paver blocks ISI mark confirming to IS:15658-2000 with top Layer of minimum 5 mm thickness having plan dimension 200 x (160+120 mm)of O.P cement , smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strenth of concrate paver block shall not be less then 40 MPa & weight 4.50 kg perincluding cost of material, with a blanket Layer 4.00 cm.thick finesand . including labour,T&P etc.required for proper complition of the work as directed by Engineer-in-charge.item no-14 and page no-49 (Colour Tiles Area 25%) 8 Supply of 80 mm thick Precast cement concrate I shapedinterlocking paver blocks ISI mark but for Gray Tiles Area 75% 9 R.C.C. Work with cement, approved coarse sand & 2 CM gauge approved stone grit in proportions of 1:1.5:3 for slab excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 B.W.G.G.I. binding wire and i/c necessary centering and shuttering etc and supply of all materials,labour , T & Petc. required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extra.S.I.N.O. 10 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level DSR PAGE NO110 (107.1*.735*(108/107)) 11 Supply and fixing og M.S sign board made up of 4x40x6 mm angle (vertical post of length 2.75 meter ), 40x5 mm flat cross angle 1 mm thick M.s. Sheet (1.20x.90 sq m)including excavation of pit (0.45x0.45x0.45 cum m), cement concrete 10:5:1ten brick ballast, five fine sand & cement 10 cm thick ,cast cement concrete 1:2:4 mortar cement , coarse sand and 20 mm size stone grit (0.35x0.35x0.35), Two coat painting layer latter writing up to 2.50 size (225 Nos) etccomplete as per direction of engineer -in-charge 12 ADD GST 18%
