08/25-26 of ACE/BIC Renovation and Modernisation of Right Main Distributary from RD 21875m to 24110m of Bankbal Irrigation Project.

Dismantling brick or stone masonry in cm (a) up to 3m height including stacking the useful materials and reuse and removing debries with in 50m lead.as per direction of the Engineer-in- charge

Clearing shrubs jungles, uprooting stumps and small bushes and trees below 1.00m girth etc. including clear of work site etc. complete including labour cess as per direction of the Engineer-in- charge

Excavation loading, unloading and carriage by mechanical means of all kinds of soil, including stony 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 1.00 KM from the place of excavation complete with all cost incidental to the work as per direction of Engineer-in-charge.

Earth work in excavation of foundation trenches in hard soil within initial lift of 1.50 m and depositing the excavated materials away from worksite within 50 mtr. initial lead including dressing and leveling the bed etc. as per direction of the Engineer-in-Charge.

Filling foundation & plinth with sand well watered & rammed with all cost, conveyance, royalty etc. complete as per the direction of the Engineer-in-charge.

Excavation of earth work in ordinary soil by mechanical means and unloading the soil with initial lead of 5 Km on properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5cm layers to make ready for watering and compaction by vibratory roller in OMC condition in dams and dykes for all heights including construction maintenance, watering and lighting of haul road in layers not exceeding 22.50cm to 95% proctor density including hire and running charges of all the machineries including labour cess etc. complete.

Vibrating ,watering earthwork upto OMC condition and compacted by rollers and dozers in layer not exceeding 22.5cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in -charge (Measurement to be taken on the finished compaction section of the full under OMC Condition)

Collecting, supplying stacking and laying good quality moorum and sand admixer of same (70% moorum & 30% sand in volume) in sub base in layer not exceeding 22.5cum in depth (15cm compacted thickness) watering and compacting to required density in OMC condition with vibratory roller thickness including cost of all materials and labour charges conveyance, royalty & spreading the same etc. complete as per the direction of engineer-in-Charge.

Collecting, supplying and spreading of coarse clean sand of approved specification with all cost, carriage, royalty, all taxes, cess etc. and all other charges in filter drain on bed & slope of canal to proper line & level using removable sheet metal separators up to design height watering & ramming to proper compaction including hire charges of machineries, site illumination, mobilization, demobilization, construction of coffer dam, approach and diversion road with all leads lifts, delifts, T&P etc. complete as directed by the Engineer-in-Charge.

Collecting, supplying and spreading of graded filter of hard crusher broken granite chips of size 20mm & down in filter drains and rock toe riprap of canal to proper slope and level as per design and drawing with all cost, carriage, royalty and all other charges including watering & ramming to proper compaction including hire charges of machineries, site illumination, mobilization, demobilization, construction of coffer dam, approach road, diversion road with all leads lifts, delifts, T&P etc. complete as directed by the Engineer-in-Charge.

Supplying and laying graded filter (20mm to 40mm) in filter criteria in filter blanket and in the toe drain (in horizontal portion) to proper thickness including surface dressing as per the design, drawing including the cost, carriage, royalty, cuss etc,with all leads, lifts and delifts, cost of all labour, including mobilization and demobilization, complete as per the specification and direction of engineer-in-charge.

Providing and laying cement concrete of grade M15 with 20mm down graded granite coarse aggregate for concrete lining to the bed and slopes of canal with sleeper beams, keys etc. in panels including supply of all materials, labour and machineries compacting with space vibrator of manually and finishing and the concrete surface including trimming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc. including watering and compaction of slopes and bed with hand rammers to proper profile and supplying and laying polythene film of 100 micron complete including labour, T&P etc. as per direction of Engineer-in-Charge.

Cement concrete M20 with crushed granite coarse aggregates of size 20mm and down graded mixed by concrete mixer and placing manually on approved surface, vibrating concrete by mechanical means, supplying T&P, curing for a specified days by suitable means, supervision charges with cost, conveyance all taxes, royalty of all materials, site illumination hire and running charges of machineries required for the work as per approved drawing and specification with all cost incidental to the work etc. complete including labour cess as per the direction of the Engineer-in-charge.

Providing and painting the surfaces of sleeper beams with bituminous paint in two layers including cost, carriage etc. withall labour charges complete as per the drawing & design as directed by the Engineer-in-charge.

Providing and laying bituminous expansion joint board (ISI) expansion joint of concrete lining including all cost, carriage and labor cess etc. complete as per approved drawings and specifications and direction of Engineer-in-charge

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

Providing weep holes in abutment and wing walls/return wall with 75 mm. dia AC pipe extending through the full width of the structure with slope of 1V:20H towards drawing force as per approved design, drawing and specifications including metal spall backing in rear complete including centering & shuttering with cost, carriage, royalty, labour cess, T & P, labour & supervision charges with all leads, lifts and delifts etc. complete as per the direction of the Engineer-in-charge.

Supplying, fitting and fixing placing in position uncoated HYSD reinforcement as per drawing and design and technical specification including cost of binding wires 18 to 20 mm gauge including all labour, cost, conveyance applicable and incidental charges of T.S. rod etc. complete as directed by Engineer-in-charge.