Tender For Vikas Khand Badraon Antargat Gram Panchayat Badraon From Jairam Prajapatis House To Shiv Mandir Till Shahjanand Masters House Cement Concrete Road Construction Work., Mau-Uttar Pradesh
TDR : 55536875
Tender Notice
BOQ
3 Days Left
Mau
Uttar Pradesh
Tender For Vikas Khand Badraon Antargat Gram Panchayat Badraon From Jairam Prajapatis House To Shiv Mandir Till Shahjanand Masters House cement concrete Road Construction Work.
Name of Work:- Vikas Khand Badraon ke Antargat Gram Panchayat Badraon me Jairam Prajapati ke ghar se Shiv Mandir Hote hue Shahjanand Master ke makan tak C.C. Road ka Nirman Karya.
Sl. No.
Item Description
1
E/w Excavation by machanical means (hydraulic excavater) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) i/c dressing of sides and ramming of bottom for all lifts i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. 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
6
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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