e-procurementNotice No.- 15/OCCL/2025-26 (on-line)

Amount

Resectioning of Dam of Agulabandha MIP at Lathipada in Sorada Block

Clearing shrub jungles uprooting stumps and small bushes and trees below 1M girth on premeasurement with including cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Filling in foundation & plinth with course sand watered and rammed etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, etc.complete

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Foundation & Plinth

RCC Slab

Providing smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor.

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Labour for laying NP3 H.P with necessary twisted including collar jointing etc complete with cost conveyance including all taxes etc complete (150 mm Dia NP3 H.P) as directed by Engg-in-charge.

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel backing to Revetments etc.complete.

Clearing shrub jungles uprooting stumps and small bushes and trees below 1M girth on premeasurement with including cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Excavation loading , unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc. inter spread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excaveted materials away from work site as per the specifications etc. with an 1.00 KM initial lead from the place of excavation including cost, conveyance, cess and other taxes of all materials complete as directed by Engineer-in-charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. including cost, conveyance, cess, royalty and other taxes of all materials complete as per direction of engineer-in charg. (Measurement of the fill to be taken on the finished compacted section under O M C condition).

Watering earth work upto the O.M.C. condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of the machineries, cess etc. complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

Labour for laying sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR but including cost and conveyance of sub base materials (Moorum).

Fine dressing the slope of the embankment and turfing with best compacted dub grass sods with initial lead of 50m & 1.5m initial lift including periodical watering till survival of turf with supply of all labour, cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size including cost, conveyance, cess, royalty and other taxes of all materials complete as directed by Engineer-in-charge. (Using Departmental Stone)

Gravel backing to revetments including cost of materials, cess complete in all respect as directed by Engineer-in-Charge.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation loading , unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc. inter spread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excaveted materials away from work site as per the specifications etc. with an 1.00 KM initial lead from the place of excavation including cost, conveyance, cess and other taxes of all materials complete as directed by Engineer-in-charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Dismantling brick or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris with in 50m lead etc with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries etc.complete.

Filling in foundation & plinth with course sand watered and rammed etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Watering earth work upto the O.M.C. condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of the machineries, cess etc. complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Reinforced Cement Concrete M-15 grade with crushed granite coarse aggregade of 20mm down grade to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-Charge.

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, etc.complete

Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including cost, conveyance and all materials, cess, machineries and labour etc. as direction of Engineer-in-charge.

Regid and smooth centering and shuttering for R.C.C. works including false works and dismentaling then after casting including cost of materials, cess complete in all respect as directed by Engineer-in-Charge.

i) R.C.C. foundations, footings, bases of columns, massconcrete,pre-cast slabs etc.

ii) R.C.C. walls and fins including attached pillasters

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Labour for laying sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR but excluding cost and conveyance of sub base materials etc. complete as directed by the Engineer-in-charge. (Moorum)

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size including cost, conveyance, cess, royalty and other taxes of all materials complete as directed by Engineer-in-charge. (Using Departmental Stone)

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size including cost, conveyance, cess, royalty and other taxes of all materials complete as directed by Engineer-in-charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical including cost, conveyance, all taxes for the materials and supply of all labour and T & P requried for the work etc. complete in all respect as directed by the Engineer-in-charge.

Gravel backing to revetments including cost of materials, cess complete in all respect as directed by Engineer-in-Charge.

Labour for laying and fixing reinforced cement concrete hume pipes with collars jointed with cement mortar (1:3) complete including cost, conveyance, cess, royalty and other taxes of all materials required for the work with supply of all labour and T& P required for the item etc. complete in all respects as directed by the Engineer-in-charge. (Hume Pipe 900 mm dia NP3)

Labour for laying and fixing reinforced cement concrete hume pipes with collars jointed with cement mortar (1:3) complete including cost, conveyance, cess, royalty and other taxes of all materials required for the work with supply of all labour and T& P required for the item etc. complete in all respects as directed by the Engineer-in-charge. (Hume Pipe 300 mm dia NP3)

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete etc.complete in all respect as directed by the E.I.C

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel backing to Revetments etc.complete.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Cement concrete M-10 grade with crushed broken granite coarse aggregate of size 40mm down graded mixed in concrete mixture including cost conveyance and royalty of all materials , machinaries and labour and laying in head works and canal structures with required lifts and delifts as per direction of Engineer-in-charge.

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Foundation & Plinth

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Labour for laying NP3 H.P with necessary twisted including collar jointing etc complete with cost conveyance including all taxes etc complete (150 mm Dia NP3 H.P) as directed by Engg-in-charge.

Painting to Display Board

Letter writing in display board

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in hard soil/ gravelly soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregate of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, etc.complete

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Foundation & Plinth

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Labour for laying sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR but excluding cost and conveyance of sub base materials etc. complete as directed by the Engineer-in-charge. (Moorum)

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in Hard and gravelly soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel & Moorum backing to Revetments etc.complete.

Laying and fixing of RCC 150mm dia. hume pipes with collar joints in cement mortar (1:3) and finishing smooth , curing including cost and conveyance of RR hume pipes , all materials with labour and T&P complete in all respect as per approved design and as directed by E.I.C.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete etc.complete in all respect as directed by the E.I.C

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel backing to Revetments etc.complete.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Foundation & Plinth

Walls & finishings

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, etc.complete

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Foundation & Plinth

Walls & finishings

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel backing to Revetments etc.complete.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries etc.complete.

Filling in foundation & plinth with course sand watered and rammed etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, etc.complete

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Foundation & Plinth

Walls & finishings

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel backing to Revetments etc.complete.

Labour for laying and fixing R.C.C.Hume pipe 300 mm dia. with collars jointd with Cement Mortar ( 1:3) complete including cost,conveyance and royalty etc. complete

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries etc.complete.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Walls & finishings

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Labour for laying sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR but including cost and conveyance of sub base materials (Moorum)

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel & Moorum backing to Revetments etc.complete.

Labour for laying and fixing R.C.C.Hume pipe 150 mm dia. with collars jointd with Cement Mortar ( 1:3) complete including cost,conveyance and royalty etc. complete

Clearing shrub jungles & uprooting stumps and small bushes and trees of below 1.00 Mtr girth on premeasurement including removal of debries and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and T & P required for the work etc.complete

Earth work in excavation in Base striping with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer -in-charge.

Excavation in approved borrowarea by Mechanical means and trasportation within intial lead of 1km and spreading ,leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot for all heights including construction,maintance,watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-in -charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge. (Measurement to be taken on the finished compacted section of the fill under O M C condition).

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with P.R.R. includng cost, conveyance and royalty etc. complete.

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete etc.complete in all respect as directed by the E.I.C

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all labour and T & P required for the work etc.complete

Gravel or morrum backing to revetments with cost of gravel including with water to plastic state etc complete.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, etc.complete

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid and smooth centering & shuttering for C.C.& R.C.C. works including false works and dismantling then after casting including cost of materials etc. complete as per the direction of the Engineer-in-charge.

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Engineer-in-charge.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Labour for laying NP3 H.P with necessary twisted including collar jointing etc complete with cost conveyance including all taxes etc complete (150 mm Dia NP3 H.P) as directed by Engg-in-charge.

Clearing and grubbing (Light Jungle) road land and berms and slopes of Canal including uprooting rank vegitation, grass, bushes, shrubs, sapings and trees girth up to 300 mm. removal of stumps of trees cut earlier and desposal of unservisable materials and stacking of servisable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 0.50 cum size with all leads and lifts and delifts, including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifcation etc. complete as per direction of engineer-in charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. in all respect as directed by the Engineer -in-charge.

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge.

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete etc.complete in all respect as directed by the E.I.C

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with H.R.R. includng cost, conveyance and royalty etc. complete.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete in all respect as directed by the Engineer -in-charge.

Gravel backing to Revetments etc.complete.

Filling in foundation and plinth with sand watered and rammed.

Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying using Concrete mixture.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the derbies within 50mtr lead.

Rigid smooth centering and shuttering for R.C.C works and dismantling then after casting including cost of materials complete in ground floor.

R.C.C. foundation and plinth band footings, bases of columns, mass concrete etc.

R.C.C. walls and fins including attached pillasters.

Cement concrete M-20 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying using Concrete mixture.

Backfilling in foundation & plinth

Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.

laying RCC NP3 300mm dia. hume pipe including cost, conveyancy and all taxes.

Fabrication of Shutters (2 nos.)

Clearing grass and removal of rubbish & Clearing shrub jungles and grubbing road land and berms and slopes of Canal & Dam including uprooting tank vegitation, grass, bushes, shrubs, saplings and trees of girth up to 1.00 m. up to a distance of 50mt out

Excavation, loading, unloading and carriage by mechanical means of kinds of soil including stoney earth, gravel and moorum etc interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section a

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 3 km lead on properly prepared and scientifically approved surface including spreading &

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge. (Measureme

Collecting,suppling and spreading good quality moorum and consolidating with H.R.R including watering and ramming with cost conveyance royality of all materials etc complete.

Earthwork in excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level and making it fit for laying concrete and depositing the excavated materials clear of

Gravel or morrum backing to revetments with cost of gravel including with water to plastic state etc complete.

R.S. Dry packing in approns and slopes and revetments to all height with hard broken stone of 30 cm. and above size weighting 75 kg and above of approved quality, quarried free from weathered skin including filling the interstices with small stones includ

Fine dressing and turfing two extra lead over initial lead of 50m and two extra lift over initial lift of 1.5m there of as per direction of Engineer-in-charge.

Dismantling brick or stone masonry in lime or cement mortar under 3 m height including stacking the useful materials for reuse and removing the debris within 50 m lead etc. complete.

Filling in foundation & plinth with sand watered and rammed etc. complete including cost, conveyance, roylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respect as directed by th

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with requi

Cement concrete M20 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete

Rigid smooth centering and shuttering for R.C.C.Work including false works and dismentaling then after casting including cost of materials etc.complete.

Foundation and Plinth

walls

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respe

Labour for laying and fixing R.C.C.Hume pipe with collars jointd with Cement Mortar ( 1:3) complete including cost,conveyance and royalty etc. complete

Clearing shrub jungles & uprooting stumps and small bushes and trees of below 1.00 Mtr girth on premeasurement including removal of debries and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer-in-charge.

Removing and repacking with old stones including stacking the useful materials for reuse and removing the debries etc.complete

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. (Measurement of the fill to be taken on the finished compacted section under O M C condition).

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge. (Measurement to be taken on the finished compacted section of the fill under O M C condition).

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete etc.complete in all respect as directed by the Engineer-in-charge.

Earth work in all kinds of soil with all leads and lifts including rough dressing and breaking clods to max 5 cm to 7cm etc.complete in all respect as directed by the E.I.C

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete

Earth work in Ordinary soil within Initial lead and Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with requi

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Rigid smooth centering and shuttering for R.C.C.Work including false works and dismentaling then after casting including cost of materials etc.complete.

Foundation and Plinth

walls

Filling in foundation & plinth with sand watered and rammed etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Fined dressing and turfing slopes of dam and canal with compact dub grass sod woth all leads and lifts etc complete as directed by Engineer-in-charge.

Laying and fixing of RCC 300 mm dia.hume pipes with collar joints in cement mortar (1:3) and finishing smooth , curing including cost and conveyance of RR hume pipes , all materials with labour and T&P complete in all respect as per approved design and as directed by Engineer-in-charge.

Gravel or morrum backing to revetments with cost of gravel including with water to plastic state etc complete. but including cost and conveyance of sub base materials etc. complete. (Moorum)

Cement concrete M-10 grade with crushed granite coarse aggregae of 40mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.

Painting to Display Board

Letter writing in display board

Clearing grass and removal of rubbish & Clearing shrub jungles and grubbing road land and berms and slopes of Canal & Dam including uprooting tank vegitation, grass, bushes, shrubs, saplings and trees of girth up to 1.00 m. up to a distance of 50mt out

Excavation, loading, unloading and carriage by mechanical means of kinds of soil including stoney earth, gravel and moorum etc interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section a

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 3 km lead on properly prepared and scientifically approved surface including spreading &

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge. (Measureme

Collecting,suppling and spreading good quality moorum and consolidating with H.R.R including watering and ramming with cost conveyance royality of all materials etc complete.

Earthwork in excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level and making it fit for laying concrete and depositing the excavated materials clear of

Gravel or morrum backing to revetments with cost of gravel including with water to plastic state etc complete.

R.S. Dry packing in approns and slopes and revetments to all height with hard broken stone of 30 cm. and above size weighting 75 kg and above of approved quality, quarried free from weathered skin including filling the interstices with small stones includ

Fine dressing and turfing two extra lead over initial lead of 50m and two extra lift over initial lift of 1.5m there of as per direction of Engineer-in-charge.

Earth work in ordinary soil or gravelly soil with all leads and lifts to proper slope and profile as per the requirement including the rough dressing and breaking clods to maximum 5 to 7 cm. in layers not exceeding 0.30 M in depth to proper slope and prof

Clearing shrub jungles & uprooting stumps and small bushes and trees of below 1.00 Mtr girth on premeasurement including removal of debries and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer-in-charge.

Excavation in all kinds of soil including stoney earth, gravel etc.for dam base stripping, cut-off trenches, outfall drains and Base stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 1.5m initial lift as per the direction of the Engineer-in-charge.

Excavation in approved borrowarea by Mechanical means and trasportation within intial lead of 1km and spreading ,leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot for all heights including construction, maintance ,watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-in -charge.

Compaction to proper section and profile with watering to all heights as directed by the Egineer-in-charge.

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with H.R.R. includng cost, conveyance and royalty etc. complete.

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts etc . including dewatering from foundtion if required etc. with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer-in-charge.

Cement concrete M-15 grade with 20mm down grade black hard granite (crusher broken) chips for R.C.C. works including hoisting and laying using Concrete mixture etc.complete as per direction of Engineer-in-charge.

Cement concrete M-10 grade with crushed broken granite coarse aggregate of size 40mm down graded mixed in concrete mixture including cost conveyance and royalty of all materials , machinaries and labour and laying in head works and canal structures with required lifts and delifts as per direction of Engineer-in-charge.

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid smooth centering and shuttering for R.C.C.Work including false works and dismentaling then after casting including cost of materials etc.complete.

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

R.S.Dry Packing in approns and revetments with hard broken granite stone of 30 cm and above size etc.complete.

Gravel backing to revetment.

Painting to Display Board

Letter writing in display board

Clearing shrub jungles & uprooting stumps and small bushes and trees of below 1.00 Mtr girth on premeasurement including removal of debries and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer-in-charge.

Excavation in all kinds of soil including moorum, stoney earth, gravel etc.for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 1.5m initial lift as per the direction of the Engineer-in-charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. (Measurement of the fill to be taken on the finished compacted section under O M C condition).

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge. (Measurement to be taken on the finished compacted section of the fill under O M C condition).

Collecting, conveyance, stacking and spreading of the Good quality of gravel or moorum and consolidation with H.R.R. includng cost, conveyance and royalty etc. complete.

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete etc.complete in all respect as directed by the Engineer-in-charge.

R.S.Dry Packing in approns and revetments with hard broken granite stone of 30 cm and above size etc.complete.(Departmental stone )

Fine dressing the slope of the embankment and turfing with best compact dub grass, sods with all leads, lifts and delifts inclduing periodical watering till survival of turf with supply of all laboru and T & P required for the work etc.complete

Earth work in Ordinary soil within Initial lead and Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 M in depth to proper profile etc with supply of all labour and T & P required for the work etc. complete

Dismantling brick or stone masonary in lime or cement mortar under 3.00 M height including stacking the useful materials for reuse and removing the debries etc.complete

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries etc.complete.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with requi

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Rigid smooth centering and shuttering for R.C.C.Work including false works and dismentaling then after casting including cost of materials etc.complete.

Foundation and Plinth

walls

Filling in foundation & plinth with sand watered and rammed etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

20 mm thick cement plaster with cement mortar (1:6) including cost, convyeance , royalty and all other taxes etc. complete as direction of Engineer-in-charge.

Labour for laying and fixing R.C.C.300 mm dia.Hume pipe with collars jointd with Cement Mortar ( 1:3) complete including cost,conveyance and royalty etc. complete

Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.

Labour for laying and fixing R.C.C 150 mm dia.Hume pipe with collars jointd with Cement Mortar ( 1:3) complete including cost,conveyance and royalty etc. complete

Clearing shrub jungles & uprooting stumps and small bushes and trees of below 1.00 Mtr girth on premeasurement including removal of debries and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer-in-charge.

Excavation, loading, unloading and carriage by mechanical means of kinds of soil including stoney earth, gravel and moorum etc interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer - in- charge within an initial lead of 1 km from the place of excavation complete.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 1 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as pwer direction of engineer-in charg. (Measurement of the fill to be taken on the finished compacted section under O M C condition).

Watering earth work upto the O M C condition and compaction by sheepfoot rollers and dozers in layers not exceeding 22.5cm to 95% dry density including hire and running charges of the machineries complete as per direction of Engineer-in-charge. (Measurement to be taken on the finished compacted section of the fill under O M C condition).

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete etc.complete in all respect as directed by the Engineer-in-charge.

Collecting,suppling and spreading good quality moorum and consolidating with H.R.R including watering and ramming with cost conveyance royality of all materials etc complete.

R.S.Dry packing in approns and revetments with hard broken stone of 30 cm and above size etc.complete

R.S.Dry Packing in approns and revetments with hard broken granite stone of 30 cm and above size etc.complete.(USING DEPT. STONE)

Fine dressing and turfing two extra lead over initial lead of 50m and two extra lift over initial lift of 1.5m there of as per direction of Engineer-in-charge.

Dismantling brick or stone masonry in lime or cement mortar under 3 m height including stacking the useful materials for reuse and removing the debris within 50 m lead etc. complete.

Cement concrete M-15 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with requi

Reinforcement Cement concrete M-20 grade with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Supply , fitting and placing uncoated HYSD bar reinforement compelte as per drawing and technical specification etc.complete.

Rigid smooth centering and shuttering for R.C.C.Work including false works and dismentaling then after casting including cost of materials etc.complete.

Foundation and Plinth

walls

Filling in foundation & plinth with sand watered and rammed etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Filling in foundation & plinth with excavated earth including watering & ramming etc. complete including cost, conveyance, roaylaty and other taxes of all materials with supply of all labour and T & P required for the work etc. complete

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face.. Complete as per drawing and Technical

Labour for laying and fixing R.C.C. 300 mm dia.Hume pipe with collars jointd with Cement Mortar ( 1:3) complete including cost,conveyance and royalty etc. complete

Clearing shrub jungles uprooting stumps and small bushes and trees below 1M girth on premeasurement with including cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Earth work in hard of soil with initial lead and initial lift to proper slope and profile as per the requirement including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30M in depth to proper slope and profile with slope and profile with supply of all labour and tools and plants, all materials all taxes, cess & supervision charges to complete the item of work as per design drawing and specification and as per the direction of Engineer-in-Charge.

Excavation of the approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 2 km lead on properly prepared and scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. including cost, conveyance, cess, royalty and other taxes of all materials complete as per direction of engineer-in charg. (Measurement of the fill to be taken on the finished compacted section under O M C condition).

Ramming or rolling earth work with light H.R.R in embankment in layers not exeeding 0.30 M with supply of all labour and T&P required for the work, cess etc. complete in all respect as direction by the Engineer-in-Charge.

Collecting, conveying, supplying, stacking and spreading good latrite moorum of approved quality and free from approved quarry for pre-measurement in regular box heaps of 1.5 mx 1.5 mx 0.5 m to be measured as One Cum including cost, conveyance, cess, royalty and other taxes of all materials with all labour , T & P requried for the work etc. complete in all respect as directed by the Engineer-in-charge.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size including cost, conveyance, cess, royalty and other taxes of all materials complete as directed by Engineer-in-charge.

Fine dressing the slope of the embankment and turfing with best compacted dub grass sods with initial lead of 50m & 1.5m initial lift including periodical watering till survival of turf with supply of all labour, cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.