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| 1 | Earth work in foundation in wet ordinary soil (Loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling, watering and ramming of excavatedearthintothetrenchesorintothespace betweenthestructureandthesidesoffoundation trenches or into the plinth with removal and disposal ofsurplusearthasdirectedbytheEngineer-in- chargeupto adistance of 30 m. from the foundation trenches. |
| 2 | Providing & laying Reinforced Cement Concrete M-25 ( 1:1:2 )(1 cement :1 coarse sand : 2 Aggregate) with cement coarse sand and stone grit 20 mm well gradedincluding proper curing and compaction including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge, but excluding cost of steel reinforcement. |
| 3 | Providing & laying Reinforced Cement Concrete1:1.5:3 (1 cement :1.5 coarse sand : 3 Aggregate) with cement coarse sand and stone grit 20 mm gauge M20 grade including proper curing and compaction including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. |
| 4 | Providing andlaying Steel reinforcement (Fe500) including cutting, bending, binding & placing in position. including cost of all material, labour T&P etc required for proper completion of work as per ID specification & as per direction of Engineer in Charge. |
| 5 | Providing & laying Cement Concrete M-10 (1:3:6)(1 cement :3 coarse sand : 6 Aggregate) in foundation with cement coarse sand and stone grit 20-40mm gauge including proper curing and compaction including cost of all material, Labour T&P etc required for proper completion of work. |
| 6 | Providing and laying of local Sand Filling in well complete as per Drawing and Technical Specifications.including cost of all material , labour T&P etc required for proper completion of work. |
| 7 | Sinking of 4.0 m external diameter well in average type of strata containing sand,medium clay mixed with kankar,chhari or both including cost of labour and equipment with disposal of mud within a lead of 60 m. From 0.00 m to 3.00 m |
| 8 | Sinking of 4.0 m external diameter well in average type of strata containing sand,medium clay mixed with kankar,chhari or both including cost of labour and equipment with disposal of mud within a lead of 60 m.From 3.00 m to 6.00 m |
| 9 | Sinking of 4.0 m external diameter well in average type of strata containing sand,medium clay mixed with kankar,chhari or both including cost of labour and equipment with disposal of mud within a lead of 60 m.From 6.00 m to 9.00 m |
| 10 | Sinking of 4.0 m external diameter well in average type of strata containing sand,medium clay mixed with kankar,chhari or both including cost of labour and equipment with disposal of mud within a lead of 60 m.From 9.00 m to 11.00 m |
| 11 | Fabrication of cutting edge including placing and site welding of plates M.S. bars, braces and also inclusive of wooden sleepers underneath as per ID specification & as per direction of Engineer in Charge. |
| 12 | Centering and Shuttering for RCC aqueduct wall, slab, well etcabove 3M span. |
| 13 | Providing Weep holes in abutment and wing walls including supply of all material, labour, T&P etc. required for proper completion of work. |
| 14 | Dewatering work for earth work , laying cement concrete work etc. including installations of low boring for providing dewatering with 5 H.P Capacity diesel pump set as per direction of Engineer-in-charge. |
| 15 | Earth work for making diversion work in dry ordinary soil (Loam,clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and thesidesoffoundation trenches or into the plinth with removal and disposal ofsurplusearthasdirectedbytheEngineer-in- chargeupto adistance of 30 m. from the foundation trenches. |
| 16 | Earth work for removing diversion work in dry ordinary soil (Loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and thesidesoffoundation trenches or into the plinth with removal and disposal ofsurplusearthasdirectedbytheEngineer-in- chargeupto adistance of 30 m. from the foundation trenches. |
| 17 | Making contraction/expansion joint filled with 15 mm thick and 300 mm Wide filler board including all material labour T&P etc. required for proper completion of work as per ID specification and direction of engineer in charge. |
| 18 | Laying and fixing PVC water stop seal 225 mm. wide and 10 mm thick confirming to IS 12200 for construction/expansion joint including cost of seal, labours, T&P etc. required for proper completion of the work. |
| 19 | Providing and fixing of U type copper seal of size 380 mm wide 22 SWG including cost of all labour, material, T&P, cutting, brazing, crimping etc.required for proper completion of work. |
| 20 | Providing and fixing of diamond seal with 2No. ISA size 75x75x10 iron flat 150X25X6 @200mm. C/C for fixing angle sheet of 16 SWG 510mm. MS sheet 1.63mm. wide 40-80 grade sealing compound including cost of brazing, cutting, bending, crimping, labour, material, T&P etc.required for proper completion of work. |
| 21 | Cement concrete 1:2:4 (1 cement: 2 sand:4 aggregate of size 9-20 mm) incl. all lead lift material T&P etc as per ID specification & directionas per engg-in -charge. |
| 22 | Supply and Laying 200 mic LDPE Film incl. all material T&P etc as per ID specification & directionas per engg-in -charge. |
| 23 | 60 mm thick Cement concrete (M15) in lining 1:2:4(1 cement : 2 Coarse sand : 4 aggregate of size 9-20 mm)in lining including sub grade prepration, all lead lift materiallabour T&P etc required for proper completion of work as per ID specification &as per direction of Engineer in Charge. |
| 24 | Making Contruction /Expansion joint filled with approved sealing compoundincluding all material labour T&P etc.as per ID specification & directionas per engg-in -charge. |
| 25 | Centering and shuttering of CC work including cost of shuttering, material, labour T&P etc required for proper completion of work as per ID specification & direction as per direction of Engineer in Charge. |
| 26 | Providing and applying a coat of residual petrolium bitumen of grade VG 10 of approved quality using 1.7 Kg per square meter on sleeper after cleaning the surface with brushes and finally with piece of cloth lightly soaked in Kerosene oil. |
