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| 1 | Earth work in foundation in dry ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trenches for proper completion of work as per relevent clause of IS Code and ID Specification. |
| 2 | Providing and laying of Cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) and curing complete , including cost of form work in foundation and floors for proper completion of work as per relevent clause of IS Code and ID Specification as per direction of Engineer-in-Charge. |
| 3 | Class - 150 ( Non modular ) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 4 | Mild steel or Iron work in plain work such as reinforced concrete or reinforced brick work (When not including in and an all over rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, Hooks, binding wire and authorized over lapping shall be measured up to floor to level. (6mm TMT to 32 mm TMT ) . |
| 5 | RCC work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement- Above plinth level upto fifth floor level in 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying of cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) and curing including cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 7 | Providing and Laying of Cement concrete 1:3:6 with cement, coarse sand , and stone grit 20 mm nominal size, including cost of all materials, labour, dewatering, curing and T&P etc . for proper completion of work as per relevent clause of IS Code and ID Specification as per direction of Engineer-in-Charge. |
| 8 | 12mm Cement plaster with cement mortar in 1:4 (1 Cement : 4 corse sand) of single coat for interior plastering upto floor to level including internal rounded angles chamfers and rounded angles not exceeding 80mm in girth finished even and smooth including all cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 9 | Lettering and Painting with enamel paint (renewal coat) including all cost of material, labour and T&P etc. Complete. K.M. Stone ( 5th). |
| 10 | Providing and supplying of boundry piller as per approved drawing including all cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 11 | Cleaning thick bushes and thorny jungle without uprooting. |
| 12 | Uprooting jhunds and moonj with disposal away from site |
| 13 | Supply and filling old empty cement bags with local earth, hand sewing with suja & sutli and placing in position within 60 m royality etc. complete. |
| 14 | Supply and fixing in position Eucalyptus ballies with 100 mm to 150 mm dia including all cost of pilling in to water required T&P etc. |
| 15 | Bracing of balli screens including all fittings for proper completion of work as per direction of Engineer-in-Charge. |
| 16 | Supply and filling jhankar or jhau and placing in position involving carriage up to 5 km including all cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 17 | Dismantling of existing plaster including disposal of refuse as directed by engineer-in-charge within a distance of 60 meters. including all cost of labour, material and T&P etc. for proper completion of work |
| 18 | Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undecorated wall surface to give even shade over including curing and cost of all material, labour and T&P etc. required for proper completion of work. (For two coat) |
| 19 | One time L-Section survey with levels at 100 M. interval and X-Section survey each at 100 M. interval or at every change point which ever is less by total station GPS instrument and leaving engraved bench mark at top of every pucca work slab/parapet including earth work calculations and providing drawings for L-Section and X-Section in 5 sets for permanent record as per department norms in hard and soft copies required for proper completion of work.For main canal/feeder with service road. |
| 20 | Extra for daula dressing. |
| 21 | Videography/Photography of silt clearance works in canal and drains before, during and after silt clearance by DRONE as per requirement including supply of Videography/Photography in Pen Drive and vehicles for movement as per direction of Engineer in charge. |
| 22 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer -in-charge within a distance of 60 meter ( 200 feet ). |
| 23 | Earth work in cutting or in embankment in ordinary soil,excavation to be in the form of regular pits and earth work in embankments to be in 20 cm layers, including ramming and dressing the surface to the required levels, slopes and also including 1.50 metre lift and 30m lead.The earth from cutting to be used in making embankment or to be deposited on spoil banks as directed by Engineer- in- Charge. Extra cost for earthwork in embankment mechanically compact to 95% proctor density in ordinary soil excavation to be done form of regular pits not exceeding 0.5 m in depth and work in embankment to be in 20 cm layer including ramming and dressing pulverization surfacing including supply of labour, T&P, roller and water sprinkler etc. |
| 24 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankments to be in 20 cm layers, including ramming and dressing the surface to the required levels, slopes and also including 1.50 m lift and 30 m lead.The earth from cutting to be used in making embankment or to be deposited on spoil banks as per directed by Engineer- in- Charge. |
| 25 | Compation of Earthwork in embankment to mechanically compact to 95% proctor density in ordinary soil excavation to be done form of regular pits not exceeding 0.5m in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including supply of labour, T&P, roller and water sprinkler etc |
| 26 | Providing and fixing 110 mm Dia PVC pipe conforming to IS make working pressure 4 Kg/Sq Cm incuding testing labour, T&P and all complete fittings etc. Please Enable Macros to View BoQ information |
