Providing and Laying of 900 MM dia RCC NP3 pipe near Pawan Dham Ashram to Mughal Canal alongwith NH-44 Ward No.7 MC Karnal

Amount

Providing, laying, jointing of RCC S & S Class NP3 ISI marked pipe with anti-corrosive paint of approved brand (2 or more coats) (IS 458:2000) approved make with ISI marked rubber ring/gasket lubricants etc., with 10cm thick and 61cm wide PCC 1:4:8 bedding and laying RCC S&S pipes conforming to IS 783-1995 complete, with hydraulic testing of sewer line including cost of water & equipment required for testing. The work includes earthwork in all types of soil such as murrum, sand, silt, black cotton soil, kankar etc. disposing off surplus excavated material within a lead of 50 meter including cost of close timbering shoring & strutting and than refilling of trenches with excavated material, watering and ramming barricading along trenches as per drawings &specification complete in all respect and as per direction of Engineer incharge for following average invert depths. The RCC pipes shall be provided with HDPE lining as per specification given in DNIT. 900mm dia RCC Pipe at av Depth 4.20 Meter (from 4.20m to 4.49M)

Providing, laying, jointing of RCC S & S Class NP3 ISI marked pipe with anti-corrosive paint of approved brand (2 or more coats) (IS 458:2000) approved make with ISI marked rubber ring/gasket lubricants etc., with 10cm thick and 61cm wide PCC 1:4:8 bedding and laying RCC S&S pipes conforming to IS 783-1995 complete, with hydraulic testing of sewer line including cost of water & equipment required for testing. The work includes earthwork in all types of soil such as murrum, sand, silt, black cotton soil, kankar etc. disposing off surplus excavated material within a lead of 50 meter including cost of close timbering shoring & strutting and than refilling of trenches with excavated material, watering and ramming barricading along trenches as per drawings &specification complete in all respect and as per direction of Engineer incharge for following average invert depths. The RCC pipes shall be provided with HDPE lining as per specification given in DNIT. 900mm dia RCC Pipe at av Depth 4.50 Meter (from 4.50m to 4.79M)

Providing at site RCC NP4 grade jacking pipe with HDPE lining 3mm min thickness reinforced concrete with stainless steel collars and rubber joint with laying, jointing and installation by micro tunnelling method incluidng making of entry & exit pits and ground penetrating Radar survey to protect the existing utiltiies - 900mm Dia

Construction of RCC 1:1.5:3 Grade cement concrete circular Manhole Chamber for invert various depth having 1800 mm internal dia mtr. inculidng required excavation of earth in all types of soil such as murrum, sand, silt, black cotton soil, hard soil, kankar etc., disposing of surplus excavated material within a lead of 50 mtrs. The work includes laying of 200 mm thick plain cement concret 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size) 2300 mm dia bedding in foundation providing and laying of plain cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) in channel & 200 mm thick RCC vertical wall in 1:1.5:3 grade cement concrete and 220 mm thick RCC slab roof in 1:1.5:3 grade cement concrete fitted with Ferro-cement cover of 33 kg cast iron double seal ring & frame (heavy-duty) etc., to withstaand for Class-AA loading including supply and fixing of Ferro-cement foot steps and sealing of all jonts with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer-in-charge, for following average invert depths. For 900mm Dia Sewer Line 1800mm dia internal dia (4.2 to 4.49m)

Construction of RCC 1:1.5:3 Grade cement concrete circular Manhole Chamber for invert various depth having 1800 mm internal dia mtr. inculidng required excavation of earth in all types of soil such as murrum, sand, silt, black cotton soil, hard soil, kankar etc., disposing of surplus excavated material within a lead of 50 mtrs. The work includes laying of 200 mm thick plain cement concret 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size) 2300 mm dia bedding in foundation providing and laying of plain cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) in channel & 200 mm thick RCC vertical wall in 1:1.5:3 grade cement concrete and 220 mm thick RCC slab roof in 1:1.5:3 grade cement concrete fitted with Ferro-cement cover of 33 kg cast iron double seal ring & frame (heavy-duty) etc., to withstaand for Class-AA loading including supply and fixing of Ferro-cement foot steps and sealing of all jonts with cement mortar 1:1 complete job as per detailed specifications, drawings and directions of Engineer-in-charge, for following average invert depths. For 900mm Dia Sewer Line 1800mm dia internal dia (4.5 to 4.79m)

SAWARIA ENGINEERING INDIA PVT LTD