RAYANPUR ANTESTHI STHLA KA NIRMAD (PATHAN BABA)

Excavation in foundation in ordinary soli(loam clay or sand) including lift up to 1.5 meter(5ft) and lead upto 30m (100ft) and including filling, watering &ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of suplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Earth work in filling in plinth of ordinary soil including 3.0 Kms cartage, loading unloading etc. complete as per direction of Engineer-in-charge.

Providing and injecting chemical emulsion for pre-constructional antitermite treatment and creating and chamical bariier under and arround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981) approved material such as Hepthachlor or chlordane will be used. The rate of application of chemical emulsion shall be as follows.

Supplying laying of Sand in foundation or plinth including all materials, labour and toos and plants etc.required for proper completion of the work.

Cement concrete with 4cm(1/2) gauge approved stone ballast, approved coarse sand. Cement in the proportion 8:4:1 including supply of all materials, labour and toos and plants etc.required for proper completion of the work.

Random course Rubble massonary in 1:4 cemet and fine sand mortar in foundation nad plinth, plinth including supply of all materials, labour and toos and plants etc. Required for proper completion of the work.

RCC work with cement approved coarse sand and 2cm (3/4’’) gauge approved stone ballast in the proportion 1:1½:3 in lintels of door and windows,excluding supply of reinforcement and ist binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary cantering and suttering etc and also including supply of all materials, labour and tool and plnats etc.required for proper completion of the work binding wire to be supplied by the contactor free of coast.

Mild srteel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary of the work and including supply of steel, its wastage and hooks and authorized over lapping shall be measured.

Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar fine foundation an plinth including supply of all materials, labour and toos and plants etc. Required for proper completion of the work.

12mm thick plaster on brick work minimum thickness not less than 10 mm with 1 part of cement and 2 part of find sand of 1.25 fineness modulus.

Making drip coarse in subshades or facia item as per direction of Engineer-in-charge including supply of all materials, labours tools and plant etc. for proper completion of work.

Cement concrete with 20mm (1/2) gauge approved stone ballast, approved coarse sand. Cement in the proportion 3:1½:1 including supply of all materials, labour and toos and plants etc.required for proper completion of the work.

Providing and laying of 8 to 10 mm thick ivory or light shade vitrified tiles of 600 mm x 600 mm size in flooring or skirting laid with 1:3 cement morter (1cement, 3 coarse sand) finishing with cement sturry & with pigment grouting & polishing complete I/C S/O all material, labour and tools and plants etc. required for proper completion of the work exculuding base contrete.

Painting with plastic pant and putti including all complete.

Providing and laying of Graite stone in flooring or skirting laid with 1:3 cement morter (1cement, 3 coarse sand) finishing with cement sturry & with pigment grouting & polishing complete I/C S/O all material, labour and tools and plants etc. required for proper completion of the work exculuding base contrete.

Supply and fixing of Inaguration BG stone including all material labour T&P etc. required for proper completion of works as per direction of Engineer-in-charge.

Electrification work

Excavation in foundation in ordinary soli(loam clay or sand) including lift up to 1.5 meter(5ft) and lead upto 30m (100ft) and including filling, watering &ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of suplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Earth work in filling in plinth of ordinary soil including 3.0 Kms cartage, loading unloading etc. complete as per direction of Engineer-in-charge.

Cement concrete with 4cm(1/2) gauge approved stone ballast, approved coarse sand. Cement in the proportion 8:4:1 including supply of all materials, labour and toos and plants etc.required for proper completion of the work.

Cement concrete with 20mm (1/2) gauge approved stone ballast, approved coarse sand. Cement in the proportion 3:1½:1 including supply of all materials, labour and toos and plants etc.required for proper completion of the work.

RCC work with cement approved coarse sand and 2cm (3/4’’) gauge approved stone ballast in the proportion 1:1½:3 in lintels of door and windows,excluding supply of reinforcement and ist binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary cantering and suttering etc and also including supply of all materials, labour and tool and plnats etc.required for proper completion of the work binding wire to be supplied by the contactor free of coast.

Mild srteel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary of the work and including supply of steel, its wastage and hooks and authorized over lapping shall be measured.

Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar fine foundation an plinth including supply of all materials, labour and toos and plants etc. Required for proper completion of the work.

Plaster 12 mm thick

Painting with plastic pant including all labour T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.

Excavation in foundation in ordinary soli(loam clay or sand) including lift up to 1.5 meter(5ft) and lead upto 30m (100ft) and including filling, watering &ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of suplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Earth work in filling in plinth of ordinary soil including 3.0 Kms cartage, loading unloading etc. complete as per direction of Engineer-in-charge.

Cement concrete with 4cm(1/2) gauge approved stone ballast, approved coarse sand. Cement in the proportion 8:4:1 including supply of all materials, labour and toos and plants etc.required for proper completion of the work.

Random course Rubble massonary in 1:4 cemet and fine sand mortar in foundation nad plinth, plinth including supply of all materials, labour and toos and plants etc. Required for proper completion of the work.

Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar fine foundation an plinth including supply of all materials, labour and toos and plants etc. Required for proper completion of the work.

12mm thick plaster on brick work minimum thickness not less than 10 mm with 1 part of cement and 2 part of find sand of 1.25 fineness modulus.

RCC work with cement approved coarse sand and 2cm (3/4’’) gauge approved stone ballast in the proportion 1:1½:3 in lintels of door and windows,excluding supply of reinforcement and ist binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary cantering and suttering etc and also including supply of all materials, labour and tool and plnats etc.required for proper completion of the work binding wire to be supplied by the contactor free of coast.

Mild srteel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary of the work and including supply of steel, its wastage and hooks and authorized over lapping shall be measured.

Painting with white cement paint( snowcem)

Excavation in foundation in ordinary soli(loam clay or sand) including lift up to 1.5 meter(5ft) and lead upto 30m (100ft) and including filling, watering &ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of suplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Cement concrete with 4cm(1/2) gauge approved stone ballast, approved coarse sand. Cement in the proportion 8:4:1 including supply of all materials, labour and toos and plants etc.required for proper completion of the work.

R.C.C. WORK IN 1:1.5:3 with cement course sand and stone grit of size 20 mm etc for Column foundation

Supply of steel

Plaster

M.S. gate

Earth work in cutting or Filling in ordinary soil including all labour etc comp. (S.I. No. 253)

Cartage of earth including supply of all labour T&P etc. required for proper completion of works as per direction of engineer in charge.

construction of granular sub-base by providing well graded material (Stone Dust) 0.15 Mtrs. compacted thickness spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401

construction of granular sub-base by providing coarse graded material spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with svibratory roller to achieve the desired density complete as per technical specification clause 401 (place method

Interlocking Concrete Block Pavement Providing and laying of Rubble mouled ZigZag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification clause 1504

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