Tender For Work Of Rc Drain From Mata Mandir Road To Fatehullahpur Road Via Ujjwal Garden / Umar Garden In Ward-08 Lisadi Village - Excavation In Foundation In Ordinary Soil (Loam ,Clay Or Sand )Includinglift Upto 1.50 M. And Lead Upto 30 M. And Including, meerut-Uttar Pradesh

Tender For Work Of Rc Drain From Mata Mandir Road To Fatehullahpur Road Via Ujjwal Garden / Umar Garden In Ward-08 Lisadi Village - Excavation in foundation in ordinary soil (Loam ,clay or sand )includinglift upto 1.50 M. And lead upto 30 M. And including filling watering and ramming of excavated earth into the trenches or into the space between the buildingand the sides of foundation trenches or in to the plinth and removel and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. 2 Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273. 3 M-150 brick work in 1:4one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the workS.I No.305 a 4 12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc. SI No.584 (A) 5 Cement Concrete with 2.0 cm. gaug;e Approved stone grid coarse sand & cement in the proportion of 4:2:1 including , T&P etc. S.I. 279 (a) 6 R.C.C. 1:1.5:3 in cement corse sand and ston grit. As SIN 284(A) 7 Mild steel or iron such as in plane reinforcement concrete. As S.I. No. 504 8 Providaing and laying np4 hume pipe havey duty RCC pipe including collers/spigot joints with 1:2 cement motar etc complete work 600 mm dia hume pipe (DSR SNO-19.36 .2 2021) 9 S/Laying of 22-4 -53 mm size stone ballest 10 Consalidation of stoneee ballast excluding of roller charges and excluding all SIN.755(B) 11 Supplying & fixing 80 mm thick recast cement concreteI shapeinter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than40MPa and weight 4.5 kg per no.including cost of meterial, with blanket layer of 4.00cm thick fine sandincluding labour T& P etc required for proper completion of the work as directed by Engineer-in-charge.As S.I. No New Item - 17 colour tiles all work comp

INR 5900 /-

INR 64.60 Lakhs /-

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