Tender For Ward No. 50 Mohalla Behta Hajipur From Tejendra To Pipe Line. Rcc Drain And Cc Road Construction Work From Sachin Dhama To Sanjay Dhama And Link Gali, Ghaziabad-Uttar Pradesh
TDR : 49155698
Tender Notice
Corrigendum Details
BOQ
Expired
Ghaziabad
Uttar Pradesh
Corrigendum : Tender For Ward No. 50 Mohalla Behta Hajipur From Tejendra To Pipe Line. Rcc Drain And Cc Road Construction Work From Sachin Dhama To Sanjay Dhama And Link Gali
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Sl. No.
Item Description
1
Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).
2
E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. Layers including ramming and dressing the surface to required levels and slop and also including 1.5 m. lift and up to 15 km .SI NO. 253A+261B+231B
3
P.C.C.(1:6:12) cement fine sand and brick Ballast in foundation and under floorsincluding supply of all materials labour tools and plants etc. required for proper completion of the work. s.i no 273
4
Supplying, fiting and placing HYSD bar reinforcement in Foundation Complete as per Drawing and technical specifications Clause 1000 and 1202
5
R.C.C. Work with cement, approved coarsesand & 2 cm (3/4\") guage approved stone ballast in proportions of 1:1.5:3 in R.C.C,SLABexcluding supply of reinforcement and its bending. But including its fixing and binding wire and including necessary centering and shuttering etc. and supply of all materials,labour, tools & plants etc. required for proper completion of the work Excludingcost of binding wire.si no. 284 new item slab
6
Construction of granular sub base (GSB) by providing coarse grade material spreading in uniform layers with mortar grade on prepared surface mixing by mix in place method with rotavetar at OMGSB/RBM spreaing in uniform layor mortar grader on prepared surface mix in place method with rotavaror at OMC at compacting with vibratory roller to achive the desired complete surface.
7
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)(1.1½.3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (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, admixtures as approved curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing ro lines and grade as per drawing and finishined with power Trowel CUM floter -Trimix Flooring machineTechnical specification Clause 1501SI NO.20.14(a)
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