Improvement to left side CSR of Pradhanpali Minor within RD.1940m to RD.2369m, Right side road of Baragada Distributary from RD.5478m to RD.6770m, from RD.9230m to RD.11200m, Left Side CSR of Tora Minor within RD.00m to 990m, Right side CSR from RD.0

Clearing and grubbing land in canal slope work including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thick.

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.

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and Clause 305 of MoSRT&H specification for Road and Bridge Works (4th) Revision)

Excavation of any approved type of soil in approved borrow area by mechanical means and loading into and transportation by mechanical means and unloading the soil on properly prepared and scientifically approved surface including watering earth work upto OMC condition and compaction by vibratory roller (8-10 tonne capacity and spreading with ordinary grader attached with tractor In layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries in embankments of canal for all helghts including construction, maintenance, watering and lighting of haul road and borrow area etc complete as per the direction of the Engineer in charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition)

Construction of granular sub base by providing close graded Granular sub-base Grading III Metal as per table 400-1, spreadibg in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specification for road and bridge works works (4th Revision)

Collecting, supplying and stacking at site for premeasurement and conveying from stacks spreading stone aggregate of specific size to water bound macadam specification including hand packing, rolling with 3wheeled steel roller 8-10 tonnes in stages to proper grade and camber, type of applying and brooming requisite screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specification for Road and Bridge work (4th Revision). Table 400-9/10 Grading No (Go-Ⅱ)

Collecting, supplying and stacking premeasurement stacking at site for and conveying from stacks spreading stone aggregate of specific size to water bound macadam specification including hand packing, rolling with 3wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specification Gr-III for Road and Bridge work (4th) Revision). Table 400-9/10 Grading No.II (III)

Providing and spreading of moorum of approved quality in road flank of CSR including cost, carriage, royalty and all taxes of all Materials with all leads, lifts, watering and consolidation with PRR and cost of all labour charges and other incidental charges etc. complete as per direction of the Engineer -in charge

Supplying and fixing 15 cm dia and 1 m long guard post of RCC ( 1:2:4) using 7.5 kg of Steel for each guard Post with 12 mm size HGCB chips including cost of all remforcement and materials centering shuttering and watering carrying etc. complete as per direction of the Engineer in charge.

Dismentalling and removing cement concrete including stacking, the useful materials for reuse and removing debris abate from worksite with all lead etc complete as per direction of Engineer-in-charge