Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date15 Jun 2022
Closing Date24 Jun 2022
Tender Amount₹ 12,30,765
Costs
EMD
₹ 25,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPKDA_708374_1Bid Award Id
ViewTender No
47/EE-2/21-22Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
380
-
130
Supply, Laying & Jointing of 200mm dia D.I . pipe (D.S.R. 18.72.3/2018)
420
-
1674
Providing and fixing of 200 mm dia C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) (DSR 2016- 18.31.4.1)
1
-
9548
Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat)
1
-
9300
Providing and laying DI specials of class - K12 suitable for push and joint as per IS:9523 DSR 18.68.1
2
-
14639
providing push on joints for DI pipes of 200 mm dia all complete. (DSR 18.70.3)
70
-
143
Sand filling in road portion including supply of all material & Labour T&P compete In all respect. (Ch-1 sn-7(b))
113.4
-
662.5
Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.
75.6
-
3225
Providing and laying of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (analysis rate)
360
-
820
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