Tender For Construction Work Of Parikrama Route Of Maa Baghrajan Temple - Dismantlingbrick Work Or Stone Work In Lime Or Cement Mortar And Including Stacking Of Materials As Directed By The Engineer-In-Charge Within A Distance Of 60Metres. Si No-652 2 E, kulpahar-Uttar Pradesh

Tender For Construction Work Of Parikrama Route Of Maa Baghrajan Temple - Dismantlingbrick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres. SI No-652 2 Earth work in cutting & filling for ordinary soil and B.C. soil including lift upto 1.5 m lead upto 50 m and dressing of site and ramming of bottom and dispozal of surplus earth with 1 km. distance as direction of Engineer-in-charge. 3 Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place Method (Blanket coat)Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 4 Cement Concrete with 40 mm gauge stone ballast sand of 1.25 FM and cement in proportion of 12:6:1 in making sub base of C.C. road in 7.5 cm/ 10 cm. compacted thickness in foundation and under floors, including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 273) 5 Interlocking Concrete Block PavementProviding and Laying of Rubble moulded Zig Zag InterlockingConcrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. {Chp-6 S.I. No. 6.7 (i)} 6 Excavation in foundation in ordinary soil ( 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 surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (as per S.I. No. 251) 7 Sand/Dust filling in plinth including supply of necessary quantity of coarse sand from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work (as per S.I. No. 255) 8 Cement Concrete with 40 mm gauge stone ballast sand of 1.25 FM and cement in proportion of 12:6:1 in making sub base of C.C. road in 7.5 cm/ 10 cm. compacted thickness in foundation and under floors, including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 273) 9 Class-150 brick work in 1:4cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.(as per S.I. No. 305) 10 Providing and laying in cement concrete 4:2:1 (4 graded stonegrit 20 mm nominal size : 2 sand : 1 cement ) and curing complete including supply of all material, labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge. (in 50mm & 25mm thick) (S.I. No. 279a) 11 12mm thick plaster on brick massonary in the proportion 1:4 minimum thickness not less than 10mm with cement and find sand of 1.25 fineness modulus. (as S.I. No. 584) 12 Supply of fixing of granite stone bences including all mererial labour T&P etc. required for proper completion the work.

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