JANPAD BASTI ME SRI RAM JANKI CHAKDAHA TO SUARAHA ROAD KE KM-1 ME 3X2X2 METER SPAN KA RCC BOX CULVERT, PAHUCH MARG AWAM SURAKSHATMAK KARYA

CULVERT WORK Excavation in foundation in ordinary soil (Loam clay or Sand) including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of 30.00 m (100 ft) from the foundation trenches.(Sch-251) (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

GSB Grade-1 Filling in foundation trenches as per drawing & Technical Specification Clause 305.3.9 (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Plain Cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compected by vibration including curing for 14 days. As per MORD specification 800. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and laying reinforced cement concrete M 30 grade in superstructure curing for 14 days.compound, finishing to lines and grades as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 With Design Job Mix Approved By Competent Authority complete in all Aspect. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010, 1202 (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing Weep holes in brick masonary / Plain / reinforced concrete abutment wing wall/ return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20H towards drawing foce complete as per drawing and technical specification As per MORT&H specification 2706 & 2200 (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Drainage spouts as per drawing & technical specification as per MORT&H specification 2705 (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Filling of boulders in between Cut off wall and Raft 600 mm thick comprising of loose boulders weighing not less than 40 kg beyond curtain wall. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

DIVERSION Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

APPROACH Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)