Rural Engineering Department Tender

Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements

Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements

Scrapping of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202, By Manual Means (Bituminous Courses)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)

Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM II)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB )

Drain E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 100 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I upto a distance of 30m from the foundation trenches including all T&P phowereh and basket etcas per S.I. No. 251

First Class Brick work in 1:4 ( one cement and four corse sand mortar ) including supply of all materials, labour & tool & plants etc. required for proper completion of work. As per SI No 305(a+b)

Providing and laying Cement concrete 1:4:8 ( l cement : 4 Fine sand : 8 graded Brick ballast 40 mm. nominal size ) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation as per SI No 280

Plastering with cement mortar (1:3), (Cement and coarse Sand)12mm thick on brickwork in substructure as per technical specification as per SI No 583

Providing and Laying Plain/reinforced cement concrete 1:2:4 ( l cement : 2 coarse sand : 4 graded stone grit 20mm nominal size ) in Substructure including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in Substructure RCC GRADE M-20 as per Si No 279(a)

450 mm dia H/P Culvert E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 100 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251

Providing and laying Cement concrete 1:4:8 ( l cement : 4 Fine sand : 8 graded Brick ballast 40 mm. nominal size ) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation as per SI No 280

Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9

First Class Brick work in 1:4 ( one cement and four corse sand mortar ) including supply of all materials, labour & tool & plants etc. required for proper completion of work. As per SI No 305(a+b)

Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 as per PWD SI No 578

Retaining Wall E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 100 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251

Providing and laying Cement concrete 1:4:8 ( l cement : 4 coarse sand : 8 graded Brick ballast 40 mm. nominal size ) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation as per SI No 275

First Class Brick work in 1:4 ( one cement and four corse sand mortar ) including supply of all materials, labour & tool & plants etc. required for proper completion of work. As per SI No 305(a+b)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 as per PWD SI No 578