Groundwater Recharge Jodhpur PKG 1

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Sloar Street Light (15W): fabrication, supply, erection, testing and commissioning with all accessories for operating stand, base including cost of all materials, machinery, labour, cutting, fittings, bending, aligning, anchoring, welding, finishing etc.,complete with all leads and lifts as per specifications & drawings and direction of Engineer in Charge

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge

Description of Work / Item(s)

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting: Thick

Dag belling: Over 10 cm to 15 cm deep

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lead of 250 m and all lift (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.

Add extra charges for lead beyond 250 m and up to 750 m (½ Km)

Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km

Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Excavation including loading, unloading, disposal and dressing of excavated earth within all lead and lift including dressing of excavated area and dewatering wherever required complete in all respect: All kind of soil, hard soil mixed with kankar/boulders, morrum/rocky area.

Excavation including loading unloading disposal and dressing of excavated rock including all and lift in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect: Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for work in superstructure including curing with all leads of all construction materials including curing etc. complete: In cement sand mortar 1:3

Providing and Laying in position of Cement concrete Design mix M-20 (1:1.5:3) including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints including the cost of centering, shuttering. Well graded crusher broken stone aggregate of maximum size upto 20 mm; (For mix design Cement content considered 400 kg/cum of concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction/expansion joint as per drawing and direction of Engineer-in-Charge complete in all respect including all lead & lifts: 200 mm wide

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts

Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)

Dry boulder/stone filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface

Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge.

Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge