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| 1 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building 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 a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 2 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building 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 a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 3 | Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work.S.I. No. 273 |
| 4 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. |
| 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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. |
| 7 | Providing and laying of Rubber moulded Red color interlocking concrete block pavements having thickness 80mm including leveling & dressing of surface to required level & slope, spreading & moisting 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawing and technical specification clause 1504 |
| 8 | Providing and laying of Rubber moulded grey color interlocking concrete block pavements having thickness 80mm including leveling & dressing of surface to required level & slope, spreading & moisting 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawing and technical specification clause 1504 |
| 9 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building 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 a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 10 | Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work.S.I. No. 273 |
| 11 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar |
| 12 | S/F of 600 mm dia NP3 H.P. |
| 13 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. |
| 14 | Cement concrete with 4 cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 1 : 2 : 4 including supply of all materials, labour and T&P etc. required for proper completion of the work S.I. No. 279b |
| 15 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building 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 a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 16 | Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work.S.I. No. 273 |
| 17 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar |
| 18 | Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 fineness modulus including supply of all materials; labour and T & P etc. required for proper completion of the work.. S.I. No. 574 |
| 19 | Supply and fixing of Railing including all complete |
| 20 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building 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 a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 21 | Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work.S.I. No. 273 |
| 22 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar |
| 23 | Cement concrete with 2 cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 1 : 2 : 4 including supply of all materials, labour and T&P etc. required for proper completion of the work S.I. No. 279b |
| 24 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. |
| 25 | G.I. Pipe 100 mm dia with flag hook |
| 26 | G.I. Pipe 75 mm dia with flag hook |
| 27 | Supply, installation & commissioning with 5 yrs warranty with comperhensice maintainance of complete (Solar PV module-75 Watt lithium-fero phosphate Battery 12.8/volt 30 ah LED Luminaire-12 Watt max G.I. pole 6 mtr Cable Battery Box & other hardware according to aggrement) |
| 28 | Aanusangic Charge/Contingency |
| 29 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building 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 a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 30 | Cement concrete with 4 cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 1 : 2 : 4 including supply of all materials, labour and T&P etc. required for proper completion of the work S.I. No. 279b |
| 31 | Angle iron 35x35x5 |
| 32 | barbed wire 12x12 swg |
| 33 | Fixing of barbed wire |
| 34 | Fixing of Angle iron |
| 35 | Enamel painting of Angle iron post |
| 36 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building 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 a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 37 | Cement concrete with 4 cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 8 : 4 : 1 including supply of all materials, labour and T&P etc. required for proper completion of the work S.I. No. 281 |
| 38 | R. C. C. work with cement approved coarse sand and 2 cm. Gauge approved stone ballast in the proportion of 1 : 2 : 4 in lintels of doors and windows, excluding s/o 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 shuwallttering etc. and also including s/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. S.I. No. 283 |
| 39 | Mild steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. S.I. No. 504 |
| 40 | S/F of steel Gate or Mild steel or iron work in heavy sizes such as trusses, built up gates, record racks, roof work, gates etc; wrought to required form, including drilling holes riveting or welding where necessary & their fixing, required for proper completion of the work. S.I. No. 503 |
| 41 | Painting or varnishing new iron work in small areas or new wood with one coat (up to one sq. meter) of ready mixed priming paint and one coat of approved superior quality ready mix paint (2n quality synthetic enamel paint of approved brand such as British paint, Shalimar, Asian or equivalent as approved by E/I) or Varnish including supply of all m aterials, labour, T&P etc. required for proper completion of the work. Paint to be used should confirm the I. S. I. No. 103-1950. S.I. No. 641+642 |
| 42 | 12 mm. thick plaster with cement mortar consisting of 1 part cement and 4 part of coarse sand. Minimum thickness not to be less than 10 mm. Including supply of all materials, labour and T & P etc. required for proper completion of work. S.I. No. 584 |
| 43 | Finishing walls with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completion of the work. S.I. No. 660+661 |
| 44 | provision of tempprary tin shed tent for labour |
| 45 | Planation on new bank |
| 46 | P/F of Pre Cast RCC Benches |
| 47 | P/F of Sign Board Please Enable Macros to View BoQ information |
