Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies Tender
Eprocure
Opening Date2 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 5,28,515
Costs
EMD
₹ 52,851Document Cost
₹ 623Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DOLBU_989035_21Tender No
518/NPP/24-25Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/
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BOQ Items
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12mm thick plaster in 1:3 cement & C/Sand mortar all complete. S. I. NO. 583
9.12
190
1732.8
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Providing and laying of rectified ceramic floor Tiles of size 600x600 mm laid over cement mortor20 mm thick including all DSR NO. 11.41.2 on Fursh
69.63
1200
83556
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Providing and laying of rectified ceramic Wall Tiles of size 600x600 mm laid over cement mortor20 mm thick including all DSR NO. 11.41.2
27.6
1200
33120
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E/W. excavation in foundation in ordinary soil including filling lift upto 1.5 mtr and lead upto 30 mtrincluding filling ,watering and ramming of excavated earth into the trenches etc all complete S.I.No. 251
4.6
125
575
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P/L. P.C.C. 1:6:12 in cement,f/sand,40 mm. B/B including supply of all materials,labour and T&P etc. requaried for proper completion of the work and curing complete also including cost of formwork in foundation and floors all complete S. I. No. 273
2.3
3950
9085
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First Class 150 bricks work in 1:4 cement &C/Sand mortar all complete. S. I.NO. 305 ( b )
6.9
5390
37191
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Providing and laying Cement concrete 1:2:4 in cement , c/sand, 20 mm s/grit including supply of all materials. Labour and T&P etc. Requaried for proper completion of the work and curing complete also including cost of formwork in foundation and floors all coplete S.I No.279 (b)
0.92
7850
7222
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Construction of granular sub-base by providing well graded material ,spreading inuniform layers with moter 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.
18
3650
65700
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Construction of un-reinforced dowel joints at expansion and costruction joint oniy ,plain cement cocrete pavement thickness as per design over a perroared sub base with 43 Grade cement or any othr type as per claus 1501.2.2 M 30 (Grade) course and fine aggregates conforming to IS .383. maximum size of course aggregate not exceeding sealant dowl near approaches to bridge/culvert and costruction joints,curring compound (where specified )and water finishing to lines and grade as per drawing and technical specification 1501
22.5
9070
204075
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S/F Sign board at site all complete
1
5000
5000
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