14/25-26 of ACE/BIC Improvement to canal service road of Kalo main Distributary from RD 16.00Km to 22 Km of Kalo Irrigation Project.

Clearing & grubbing land in canal slope work including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm on pre measurement and removal of stumps of trees cut earlier disposal of unserviceable materials to be used or auctioned up to a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm thickness with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess etc. complete as per direction of Engineer-in-Charge.

Earth work excavation of foundation, loading, unloading and carriage by mechanical means in all kinds of soil including stony earth, gravel and moorum etc. inter spread with boulders up to ½ cum. size with all lifts and delifts including trimming the slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as direction by the Engineer-in-charge within all lead & lift from the place of excavation complete.

Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts with Royality, EMF, DMF, Dist. additional charges, cess including loading into the transportation vehicles and unloading from transported vehicles and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm. to 7cm. ,laying in layers not exceeding 22.50cm including removal of roots, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, cambering the earth work and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries and all incidental charges required for the completion of work, complete in all respect including cost of royalty with labour cess as per approved drawing, specification and direction of the Engineer-in-Charge. (Measurement shall be taken on finished compacted section. Borrow area is to be arranged by the agency at his cost and responsibility)

Earth work watering and compaction with all types of compacts equipments under OMC conditions to attain minimum proctor dry density of 95.00% for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering including mobilization and demobilization of men and machineries and all incidental charges required for the completion of work, complete in all respect including cost of royalty with EMF, DMF, Dist. additional charges, labour cess as per approved drawing, specification and direction of the Engineer-in-Charge. (Measurement shall be taken on finished compacted section. Borrow area is to be arranged by the agency at his cost and responsibility)

Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (60 : 40) proportion and laying in sub-base of road in layers not exceeding 100 mm thick with all leads, lifts and delifts including cost, conveyance, royalty with EMF, DMF, Dist. additional charges, cess of all materials including watering and compaction to required density in OMC condition with P.R.R., hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.

Providing and laying, spreading and compacting stone aggregates to 100 mm thickness with IRC grade - I material ( 90 mm to 45 mm) to WBM specification stacking them at work site in a regular box heaps of size 1.50mx1.50mx0.50m to be measured as 1.00 cum and conveying from stacks and laying in layer and compacted to 100 mm thick and filling the interstices with small stone & binder materials (moorum) on road surface to proper camber as per Morth Specification for Gr-I metalling including dry rolling and consolidation with PRR including all cost, carriage, royalty, labour, EMF, DMF & district additional charges etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing and laying, spreading and compacting stone aggregates to 75 mm thickness with IRC grade -III material ( 53.00mm to 22.40mm) to WBM specification stacking them at work site in a regular box heaps of size 1.50mx1.50mx0.50m to be measured as 1.00 cum and conveying from stacks and laying in layer and compacted to 75 mm thick and filling the interstices with small stone & binder materials (moorum) on road surface to proper camber as per Morth Specification for Gr-III metalling including dry rolling and consolidation with PRR including all cost, carriage, royalty, labour, EMF, DMF & district additional charges etc. all complete as per specification and direction of the Engineer-in-Charge.

Collecting & supplying good quality moorum of approved quality in road flank of CSR and stacking at work site in regular box heap size (1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the metalled surface not exceeding 100mm thick including watering & compacting to the required density in OMC with PRR with all leads, lifts and delifts including cost, conveyance, royalty, EMF, DMF, Dist. additional charges, cess etc. including hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.

Earth work in excavation of foundation in all kinds of soil including levelling and dressing the bed and sides and depositing the excavated earth away from the working area with all leads, lifts, delifts, dewatering, cost of labour, cess etc. complete as per direction of Engineer-in-Charge.

Providing and supplying of sand of approved quality for filling on finished approved surface portion by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty, EMF, DMF, Dist. additional charges, with all leads, lifts, delifts, cess etc all complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Providing & laying cement concrete conforming to M-15 grade in approved surface using 40 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, EMF, DMF, Dist. additional charges, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Providing & laying cement concrete conforming to M-15 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, EMF, DMF, Dist. additional charges, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Providing & laying RCC (1:1.5:3) in approved surface using 12 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for RCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, EMF, DMF, Dist. additional charges, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Rigid & smooth centering, shuttering for CC works including false works and dismantling them after casting including proper curing with cost, carriage, cess etc. all complete as per specification and direction of Engineer-in-Charge.

Providing, laying and fixing of PVC plastic (Schedule-80) pipe in position and complete with all cost of materials etc. as per specification and direction of Engineer-in-Charge.

Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and deliftswith all labour, cess, EMF, DMF, Dist. additional charges, complete including cost, conveyance of steel and binding wires complete and as per the direction of Engineer-in-Charge.

Filling foundation and plinth with excavated earth by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess all complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Providing and fixing of Weep Holes in Brick Masonry / Plain Concrete / RCC in abutment, wing wall and return wall etc. with 100 mm Dia AC pipes extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, curing, royalty, EMF, DMF, Dist. additional charges, cess etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge.