Tender For In Vidhan Sabha Madhuban, We Went From Ram Samujhs House To Dipus House In Antargat Of Block Badraon In Gram Sabha Usarikhurd Till Munna Gonds House Cement Concrete Construction Karya., Mau-Uttar Pradesh
TDR : 55536858
Tender Notice
BOQ
3 Days Left
Mau
Uttar Pradesh
Tender For In Vidhan Sabha Madhuban, We Went From Ram Samujhs House To Dipus House In Antargat Of Block Badraon In Gram Sabha Usarikhurd Till Munna Gonds House cement concrete construction Karya.
Name of Work:- Vidhan Sabha Madhuban me Block Badraon ke antargat gram sabha Usarikhurd me ram Samujh ke ghar se Dipu ke ghar hote hue Munna gond ke ghar tak C.C. Nirman Karya.
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Item Description
1
Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including all to proper completion of work as per D.S.R 2.8.1
2
Earth work in Cutting/filling in ordinary soil 30 m lead and 1.5 m lift including ramming and dressing including all as per S.I.253+231(A)
3
Concrete 1:6:12 cement, coarse sand and 40mm nominal size brick ballast as per S.I. 273
4
Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm 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 to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.(4.7.3) By Manual Means .
5
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in 1:4 cement Coarse sand D.S.R 6.1.1
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Construction of un-reinforced, 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. M 30 (Grade) coarse and fine aggregates conforming to IS :383, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plate, 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, sealent, 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
7
12 mm thick plaster 1:4 cement coarse sand as per D.S.R 13.4.1 Please Enable Macros to View BoQ information
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