Tender For Construction Work Of Cc Road From The House Of Radheshyam Former Pradhan To Sant Ravidas Temple In Village Maharajpur Of Development Block Bansdih, Ballia-Uttar Pradesh
TDR : 48651845
Tender Notice
BOQ
Expired
Ballia
Uttar Pradesh
Tender For Construction Work Of Cc Road From The House Of Radheshyam Former Pradhan To Sant Ravidas Temple In Village Maharajpur Of Development Block Bansdih
Name of Work: विकास खण्ड बांसडीह के ग्राम सभा महाराजपुर में राधेश्याम पूर्व प्रधान के घर से सन्त रविदास मन्दिर तक सी०सी० सड़क का निर्माण कार्य |
Sl. No.
Item Description
1
Earth work in excavationin ordinary soils cutting including lift 1.5m work as oer SL No 251.
2
Brick masonary work in cement mortar in foundation complete execluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203
3
Earth work in embankment in ordinary soils cutting including lift 1.5m and lead 30m ramming dressing and levelling for completion work as oer SL NO 253.
4
Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technicalspecification clause 401. of MORD data book
5
Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 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 3 as per technical spec. clause 405.3 compacted thickness 75 mm
6
Construction of un-reinforced, plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any ofther type as per clause 1501.2.2 m 30 (Grade) , coarse and fine agregates conforming to IS: 383, maximum sixe of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythin firm wedges, steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continuos 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. Curing compound ( where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
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