Public Works Department Tender

P/L of open graded premix carpeting of 20mm thick composed with 13.2 mm to 5.60mm grit aggregate or approved graded grit @ 0.27 cum/10Sqm. using bitumen (VG-10) @ 146.00 Kg./100Sqm. as bearing course, including heating of bitumen to required temperature, and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T. (Bitumen issued departmently as per schedule ''C'' including loading unloading and cartage up to site)

Providing and applying seal coat type ‘C’ with 2.36 mm gauge stone grit @ 0.90 cum/100 Sqm & bitumen (VG-10) 65 kg/100 Sqm including heating of bitumen to required temperature, mixing of stone grit with suitable mixol, laying and rolling with a smooth wheeled roller and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T. (Bitumen issued departmently as per schedule ''C'' including loading unloading and cartage up to site)

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.50:3 in cc pavement (theckness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture /Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour , tools & plants etc. required for proper completion of work and also including Recron 3S fibre reinforcement material etcl & concrete etc. and including all labour, material, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T. Chp 20 New Item 3

Excavation in foundation in ordinary soil (loan, clay or sand) including lift up to 1.5 m and lead up to 30m and including filling waterning and ramming of excavated earth in to the trenches or in to the space in to the building and the side of foundation tranches.3 and i including all meterial, T&P, labour & all taxes but excluding G.S.T. as per direction of Engineer in charge.

Plain cement concrete with 4cm guage stone ballast and fine sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation and under floors and incliding supply of all meterial T&P and labour cess etc. as per direction of Engineer in charge.required for proper completion of the work. SI No- 281

R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and including all meterial, T&P, labour & all taxes but excluding G.S.T. required for proper completion of work. Binding wire of supplied by the contractor free of cost. SI No- 283

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including all meterial, T&P, labour & all taxes but excluding G.S.T. SI No 504