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

Amount

Improvement to Kiaghai(D/W) near village Dhimira in Polasara Block of Ganjam District under OIIPCRA Scheme

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.

Execavation foundation in hard soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and asper the direction of the Engineer-in-charge.

Dismantling brick or stone masonary in mlime or cement mortar under 3m Height.

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty 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.

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

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

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

R.C.C. floor and roof slabs,landings, balconies, projections, shun shades and chajjas up to 4.3 M height.

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.

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.

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

Departmental Stone

New Stone

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 & supervision charges to complete the item of work as per design drawing and specification and as per the direction of 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 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,( 150 mm dia NP3).

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.

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.

.Excavation of foundation to proper profile in hard 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 form foundation if required etc. with supply of all labour and T&P required for the work etc. complete in all respect as direction by the Engineer-in-Charge.

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depthwith all labour, T&P and cess etc. complete in all respect as per specification and direction of 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 complete with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty, cess 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.

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 and T&P required for the work etc. with all labour, T&P and 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.

Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Regid and smooth centering and shuttering for R.C.C. works including false works and dismentaling then after casting with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

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

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 all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Reinforced 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 with all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size with cost, conveyance of all materials, all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Gravel backing to revetments including cost, conveyance of all materials, royalty & cess complete as directed by Engineer-in-charge.

Labour for laying and fixing reinforced cement concrete hume pipes with collars jointed with cement mortar (1:3) completewith cost, conveyance of all materials, all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.(300 mm dia NP3, HP).

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 oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth with all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Excavation of foundation to proper profile in hard 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 form foundation if required etc. with supply of all labour and T&P required for the work etc. complete in all respect as direction by the Engineer-in-Charge.

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth with all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Ramming or rolling earth work with light H.R.R in embankment in layers not exeeding 0.30 M with all labour, T&P and cess etc. complete in all respect as per specification and direction of 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 complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty 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.

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 and T&P required for the work etc. with all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (including extra lift & lead)

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 2.00 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.

Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Regid and smooth centering and shuttering for R.C.C. works including false works and dismentaling then after casting with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

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

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 all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Reinforced 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 with all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size with cost, conveyance of all materials, all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of 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 with cost, conveyance of all materials, all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Labour for laying and fixing reinforced cement concrete hume pipes with collars jointed with cement mortar (1:3) completewith cost, conveyance of all materials, all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

450 mm dia NP3, HP

Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock & boulders exceeding 0.014cum in volume 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 Engineer-in-charge including stacking of useful materials as directed.

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

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.

Construction of Canal Walling including cost, conveyance, cess and other taxes of all materials complete as per direction of engineer-in charg

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.

Execavation in foundation hard soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and asper the 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 & supervision charges to complete the item of work as per design drawing and specification and as per the direction of 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.

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, royalty and 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.

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty 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.

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

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

Rigid smooth centering and shuttering for reinforced cement concrete works including false works and dismentling them after casting including cost of materials complete in ground floor etc.1) Foundation

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,cess and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-Charge.

Reinforced 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.

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

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

Labour for laying and fixing reinforced cement concrete hume pipes with collars jointed with cement mortar (1:3) complete including cost, conveyance 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. (300 mm dia NP3, HP).

Dismantling brick or stone masonry in lime or cement mortar above 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.

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 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.

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, royalty and taxes,cessof all materials with all labour , T & P requried for the work etc. complete in all respect as directed by the Engineer-in-charge.

Execavation foundation in hard soil soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and asper the direction of the Engineer-in-charge.

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,cess and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-Charge.

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

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

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size with cost, conveyance 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 and T&P required for the work etc. complete in all respect as directed by the Engineer in charge and with extra lead & lift.

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.

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, cess, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of Engineer-in-charge.

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty 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.

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. (300 mm dia NP3, HP).

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.

Execavation in foundation in hard soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depthwith all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Excavation of any 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).

Filling in foundation & Plinth with excavated earth including one extra lead & lift, watering & ramming etc. complete including cost, cinveyance, royalty, cess 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.

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 and T&P required for the work etc. with all labour, T&P and cess etc. complete in all respect as per specification and direction of 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, royalty and 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.

Dismantling brick or stone masonry in lime or cement mortar above 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.

Regid and smooth centering and shuttering for R.C.C. works including false works and dismentaling then after casting with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

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 all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Reinforced 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 with all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size with cost, conveyance of all materials, all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size with all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.( dept stone)

Labour for laying and fixing reinforced cement concrete hume pipes with collars jointed with cement mortar (1:3) completewith cost, conveyance of all materials, all labour, T&P, Royalty, and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.(300 mm dia NP3, HP).

Providing, Fitting & Fixing of new shutter of head regulator including cost, conveyance, cess and other taxes of all materials complete as per direction of engineer-in charg

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.

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.

Removing the old revetment in damaged portion and repacking the same with old stones including filling the interstces with qurried broken stone spells as per designed specipication after dressing and leveling the slope with all leads,lift and delift,cess,labour etc. complete in all respect as directed by the engineer in charge.

Execavation in foundation to proper profile in hard soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and asper the direction of the Engineer-in-charge.

Filling the foundation and plinth with sand with watering and ramming to the required condition including all cost, conveyance, royality and other taxes of all materials and including supplying of all labour,cess and T&P required for the item 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, cinveyance, royalty and other taxes of all materials 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.

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.

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).

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.

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 complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

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.

Cement Concrete M-10 grade with crushed granite coarse aggregade of 40mm down grade to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries,cess 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-15 grade (RCC) with crushed granite coarse aggregade of 20mm down grade to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries,cess 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-20 grade (RCC) with crushed granite coarse aggregae of 20mm down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials, machineries,cess and labour and laying in the Head works and canal structures with required lifts and delifts 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.

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

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.

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, royalty and taxes of all materials with all labour , cesss,T & P requried for the work etc. complete in all respect as directed by the Engineer-in-charge.

Providing weep holes in Plain / Rein-forced cencrete abutment, wing walls / return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1 V : 20 H towards drawing face complete as per approved design and specification including cost, conveyance, all taxes for the materials and supply of all labour,cess and T & P requried for the work etc. complete in all respect as directed by 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,cess all materials all taxes & supervision charges to complete the item of work as per design drawing and specification and as per the direction of Engineer-in-Charge.

Gravel backing to revetments including cost, conveyance of all materials complete as directed by Engineer-in-charge.

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 earthwork upto OMC condition and compation by sheepfoot roller and dozer in layers not exdeeding 22.5 cm to 95% dry dencity including hire and running charges of all the mechaneries complete as per direction of 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, royalty,cess and 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.

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 or moorum backing to revetments with cost of gravel including cost,conveyance,cess etc. of all materials complete as directed by the 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 including depositing the excavated materials clear of work site with all leads and lifts etc. including dewatering form foundation if required etc. 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.

Filling the foundation and plinth with sand with watering and ramming to the required condition including all cost, conveyance, royality and other taxes of all materials and including supplying of all labour,cess and T&P required for the item etc. complete in all respect as directed by the Engineer-in-charge.

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,cess 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 reinforcement complete as per drawing and techinal specification.

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

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

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty and other taxes of all materials 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.

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,cess all materials all taxes & supervision charges to complete the item of work as per design drawing and specification and as per the direction of Engineer-in-Charge.

Clearing shrub jungles uprooting stumps and small bushes and trees below 1M girth on premeasurement

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.

Execavation in foundation soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and asper the direction of the Engineer-in-charge.

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty 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.

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 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 complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

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

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

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.

Reinforced 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.

Rough stone dry packing in approns & revetments using hard granite stone boulders 30cm and above size with cost, conveyance of all materials complete as directed by 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, royalty and 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.

Removing old revetment & aoorons and packing with old stones etc .complete in all respect as directed by the Engineer -in -charge

12 mm thick cement plaster (1:4) for brick or stone masonary including all cost , conveyance royalties taxes etc. complete as per direction of engineer-in charge

Removing old lime or cement plaster from walls including racking joints 12mm deep and removing debries within 50 meters lead.

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 of foundation to proper profile in hard 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 form foundation if required etc. with supply of all labour and T&P required for the work etc. complete in all respect as direction by the Engineer-in-Charge.

Earth work in Hard soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5 cm. to 7cm. and laying in layers not exceeding 0.3m in depth with all labour, T&P and cess etc. complete in all respect as per specification and direction of 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 complete with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty, cess 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.

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 and T&P required for the work etc. complete in all respect as directed by 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. 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).

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.

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.

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

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, cess, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of 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.

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.

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 of foundation to proper profile in hard 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 form foundation if required etc. with supply of all labour and T&P required for the work etc. complete in all respect as direction by 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 & 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 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 complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

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, royalty and taxes of all materials with all labour , cesss,T & P requried for the work etc. complete in all respect as directed by the 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 and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.

Gravel backing to revetments including cost, conveyance of all materials complete as directed by Engineer-in-charge.

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

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.

Regid and smooth centering and shuttering for R.C.C. works including false works and dismentaling then after casting including cost of materials 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

Execavation in foundation soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth with all labour, T&P and cess etc. complete in all respect as per specification and direction of 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 complete with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty, cess 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.

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 and T&P required for the work etc. complete in all respect as directed by 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. 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).

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.

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, cess, 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-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, cess, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of 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.

Labour for laying and fixing reinforced cement concrete hume pipes with collars jointed with cement mortar (1:3) complete including cost, conveyance royalty and other taxes of all materials required for the work with supply of all labour, Cess and T& P required for the item etc. complete in all respects as directed by the Engineer-in-charge. (600 mm dia NP3, HP).

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.

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.

Excavation of foundation to proper profile in hard 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 form foundation if required etc. with supply of all labour and T&P required for the work etc. complete in all respect as direction 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 complete with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Filling in foundation & Plinth with excavated earth including watering & ramming etc. complete including cost, cinveyance, royalty, cess 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.

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 and T&P required for the work etc. complete in all respect as directed by 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. 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).

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.

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.

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

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.

Reinforced 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, cess, machineries and labour and laying in the Head works and canal structures with required lifts and delifts as direction of 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.

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.

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

Providing, Fitting & Fixing of new shutter of head regulator including cost, conveyance, cess and other taxes of all materials complete as per direction of engineer-in charg

Brick work in C.M 1:5 mix including all labour 111charges etc complete Brick work in C.M 1:5 mix including all labour 1charges etc complete

Pradeep Kumar Satapathy (BID ID -3020873)