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Construction work from Pannapur Tola to Muraundih of Khairi Sheetal Prasad Gram Panchayat of development block Barhni under Siddharthnagar district P.V.N. (State share) scheme - Cleaning jungal including uprooting of rank vegetation grass,bush,wood tree & saplings of grith up to 30 cm.measured at a hight of 1 m above ground level & removal of rubbish up to a distance of 50 m out side the periphery of area cleard. P.W.D. S.I. No 259 Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 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 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 (53-22.4 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 III) 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 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200 m Stone (Precast) 450 mm dia H/P Culvert E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 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 Providing and laying Cement concrete 1:3:6 ( l cement : 3 coarse sand : 6 graded stone 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(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 (1:4) on brickwork as per drawing and technical specification Clauses 613.3 as per PWD SI No 578 1X1000 mm dia H/P Culvert E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 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 Providing and laying Cement concrete 1:3:6 ( l cement : 3 coarse sand : 6 graded stone 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(b) Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000) Pointing with cement mortar (1:2) on brickwork as per drawing and technical specification Clauses 613.3 as per PWD SI No 578 Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 12 mm thick 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 Colour washing two coat using approved as required shade, including supply of all materials, labour and T&p etc. required for proper completion of the work.
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