MAINT/SOPD-G/2025-26/141

1_ Construction of RCC Bridge Approach of Madhuri Chowk to Bhogeswar Mandir including damaged Repairing under SOPD-G for the year 2025-26_Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.

Construction of subgrade and earthen shoulder with approved meterial obtained from borrow oit with all lift and leads , transporting to site ,soreading gradding to required slope and compacted to meet requirement of table 300-2 including cost of testing of materials at site and laboratory as directed by the deptt.

By Mix in place Methd (Construction of granular sub-base by providing close graded material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achive the desired density coplete as per cl.401 (with an initial lead of 5.00Km) (including cost of testing of materials at site and labortory as directed by deptt.)

Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes capacity in stages to proper grade and camber,applying and brooming requisite type of screeninig/binding material to fillup the interstices of coarse aggregate, watering and compacting to reqd. density(with an initial lead of 5.00km) By mechanical means Grading-III(Using Screening type-B)(11.2mm aggregates)

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.(a) including Edge block/Edge restraints

Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation, filling Geo bags with sand weighing 126.00kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm

2_Construction of Drain & Road in Anandapur Muslim Supa village on Patacharkuchi Bagapara Road_ Construction of subgrade and earthen shoulder with approved meterial obtained from borrow oit with all lift and leads , transporting to site ,soreading gradding to required slope and compacted to meet requirement of table 300-2 including cost of testing of materials at site and laboratory as directed by the deptt.

RCC Covered Drain Earth work in excavation of foundation of structure as per drawing and technical specification clause 1104, including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.. (I)Ordinary soil (A) Upto 3m depth