Tender For Stair And Drain Work Near Botan Shop In Mohalla Karanpura And Stair And Roka Wall Near Gopal House In Ghatiya Mishran., Etawah-Uttar Pradesh
TDR : 49237714
Tender Notice
BOQ
Expired
Etawah
Uttar Pradesh
Tender For Stair And Drain Work Near Botan Shop In Mohalla Karanpura And Stair And Roka Wall Near Gopal House In Ghatiya Mishran.
Name of Work:Stair and drain work near Botan Shop in Mohalla Karanpura and stair and Roka wall near Gopal house in Ghatiya Mishran.
Sl. No.
Item Description
1
Earth work in embankment mechanically compacted to 95% proctor density in ordinary soll excavation to be done in form of regular pits not exceeding 15 M in depth and earth work to be done in 20 cm layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead The earth from cutting to be used in making embankement or to be deposited as spoil banks within 30 M distance as directed by the Engineer Incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 5Km Carted.
2
Earth work in excavation in Ordinary soil including 1.5 M. lift and 30 M. lead including loading and unloading......... all complete. (SI No 251)
3
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2
4
Class-150 brick in 1:4 Cement and coarse sand of 1 25 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc required for proper completion of the work. (S.I. No 305 NS)
5
12 mm thick cement plaster with cement mortor in proportion of 1.3 Cement & coarse sand of single coat on fair side of single or hair brick well for interior plastering upto floor two level including brick wall for plastering upto floor two level including internal rounded angles not exceeding 80 mm in girth, chemfers and finished even and Stooth. No. extra for mixing any 1 cement: 3coarse sand (S.I. No. 13.9)
6
Providing and laying cement concret in M-25 not lass then strength of m 1:50 stone grit 20 mm. nominal size complete(S.INo.. 279a) all
7
R.C.C work in 1:2:4 for slab with 2 cm gauge stonevballast all complete. (S.I. No. 284)
8
M.S or Iron work in plain work such as reinforced concrete o R. B. work.....all complete (SI no 504)
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