Tender For Construction Of C.C Road From Pakki Sadak Inglesh Singh Ke Mandir To Pure Tulsi Chak Marg In Gram Sabha Raniganj Ajgara (Pure Tulsi) Block Lakshmanpur Assembly Vishwanath Ganj Dist. Pratapgarh, Prayagraj-Uttar Pradesh
TDR : 49352508
Tender Notice
Corrigendum Details
BOQ
Expired
Prayagraj
Uttar Pradesh
Corrigendum : Tender For Construction Of C.C Road From Pakki Sadak Inglesh Singh Ke Mandir To Pure Tulsi Chak Marg In Gram Sabha Raniganj Ajgara (Pure Tulsi) Block Lakshmanpur Assembly Vishwanath Ganj Dist. Pratapgarh
Name of WorkConstruction of C.C road from Pakki Sadak, Inglesh Singh Ke Mandir to Pure Tulsi Chak Marg in Gram Sabha Raniganj Ajgara (Pure Tulsi) Block Lakshmanpur, Assembly Vishwanath Ganj Dist. Pratapgarh
Sl. No.
Item Description
1
Excavation in cutting in soil by manual means with lead upto 50 m 302(3.5);(i) Excavation in roadway cutting in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and leadupto 50 m sa per technical specification clause 302.3 SOR; SI NO. - 302(3.5);(i)
2
Excavation in foundation in ordinar soil ,(loam clay or sand) including lift upto 1.5 m and lead uoto 30 mtr including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by the engineer incharge upto a distance of 30 m from the foundation trenchesSOR; SI NO- 251
3
Concrete with 4.00 cm gauge brick work ballast, fine sand of 1.25 F.M. andand cement in proportion of 12:6:1 in foundation &under floors including supply of all materials labour tools & plants etc . Required for proper completion of the work . SOR; SI NO- 273
4
M150brick work with cement & Corse sand mortar in proportion of 1:4 SOR;SI NO- 305(A)
5
25mm thick 1:2:4 plain cc floor with cement approved coarse sand and 20mm graded approved stone laid in panels finished with 3mm flooring coat of neat cement or cement and marble dust In 5:1 as specified over and including 8cm thick base concrete consisting of cement local sand and brick ballast 4cm gauge in the proportion of 1:4:8 and removing any over lapping mortar at joint of panels if any and given them a uniform finish including suppy of all materials labor and t&p etc required for completion of the work as per sor 601 a
6
Construction of Granuler sub base by providing well graded material spreding in unoiform layer with mortar grader on prepaired surface mixing by mix in place method with rotavater At OMC and complacing with smooth wheel roller to achieved the desired densitycomplete item As Per Clause 401
7
Providing laying spreading and Compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices ofcoarse aggregate, watering and compacting to the required density .Grading 3 as per technical specificationclass 405
8
Costruction of un-reinforce and Expansion joint construction joint only PCC pavement thickness as per design over a pre[paired subbase with 43 grade cement or any other type as clause 1501.2.2 M-30 grade coarse sand and fine aggregate confirming to IS 383 maximum size of coarse aggregate not execing 25mm mixed in concrete mixer of not less than .20 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side farmwork and fixing of 125 micron polytheen i/c all as per technical specification clause 1501
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