Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date18 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 11,62,837
Costs
EMD
₹ 23,500Document Cost
₹ 840Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_YEIDA_965877_7Tender No
YEA/OSD(R.K.)/2024/960 DT-15/10/2024Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Based on SOR UP PWD 2020)
39.15
4158
162815.06
Providing and laying 60 mm thick factory made cement concrete interlocking paver block(ISI Marked) made by block making machine with strong vibratory compaction of approved size design, shape, laid in required color and pattern over and including average 50 mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer -in - charge with conforming (UP PWD SOR 2020) (New SOR Based DSR 16.68)
522
663
346503.6
Cement concrete with 4cm gauge approved stone ballast coarse sand and cement in the proportion of 8:4:1 including supply of all material labour tools and plants etc required for all complation of work (item code 5:4;3)
14.05
5820
81771
B/W with bricks of class 150 in foundation & plinth in CM 1:6 (Based on UP PWD SOR 2020)
54.25
4950
268537.5
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) BASED on UP PWD SOR 2020
199.5
164
32877.6
Cement concrete with 4cm based approved stone ballast coarse sand and cement in the proportion of 4:2:1 including supply of all material labour tools and plants etc required for all completion of work (item code 5.06)
8.48
7000
59360
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
2
7743
15486
Centring and shuttering including strutting, propping etc. and removal of form for : Suspended Floors roofs landing balconies and acess platform
5.25
386
2028.34
Reinforcement for rcc work all complete upto plinth level mild steel and medium tensile steel bar
235.65
92
21726.93
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