Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Eprocure
Opening Date29 May 2018
Closing Date7 Jun 2018
Tender Amount₹ 54,68,000
Costs
EMD
₹ 1,09,360Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DOLBU_210133_3Tender No
168/npp/2018-19 date 28.05.2018Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/
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Documents
BOQ Items
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Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method (GSB)
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
440
717640
1631
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Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method (Blanket coat)
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
440
595760
1354
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Cement concrete with 2cm (3/4'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (as per S.I. No. 279)
1
4992
4992
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Add 1% Cess
1
54000
54000
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Supply & fixing of inauguration marble stone fixed in 1:4 brick work, Plastering, Letter writing, carriage upto side of work with all labours, materials etc. complete.
1
6000
6000
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Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. (as per S.I. No. 303)
31.05
149040
4800
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Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (as per S.I. No. 251) and disposal to a distance of 2 km. distance
1320
211200
160
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