Uttar Pradesh Housing And Development Board Tender
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The UPAVP has issued a formal invitation for competitive bids for the Uttar Pradesh Housing And Development Board project, for Development Work In The Area Of Newly Created Plots In Sector-03, Yojna No.-1 Of Shikohabad, District-firozabad in Firozabad, Uttar Pradesh, with an estimated contract value of Rs. 15,00,000. The bid opening date for this tender is 25-10-2022 and the last date for bid submission is 02-11-2022. Interested bidders for Uttar Pradesh Housing And Development Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Uttar Pradesh Housing And Development Board - UPAVP Tender
Opening Date25 Oct 2022
Closing Date2 Nov 2022
Tender Amount₹ 15,00,000
Costs
EMD
₹ 30,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPHDB_741959_1Bid Award Id
ViewTender No
S.NO.-34/1464/C.D.AGRA-01 DATE 17/10/2022Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://https://upavp.in/
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Documents
NIT NO.- 1464/U.P.H.D.B./C.D.AGRA-01/E.N.G.-24/52 DATED 17/10/2022
BOQ Items
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Supply & Laying of PVC pressure pipe of 110mm dia with cartage from store specials, coupling, fitting etc. to site of work. Lowering the same into the trenches and laying true to alignment and graidient i/c testing of pipe line (excluding cost of trenching but i/c) cutting of pipes for making upto the lenght & joints) as per directed by E/I. suitable for working pressure 6 Kg/Sq. cm with necessary jointing material including railway freight, insurance handling etc. PVC pipe & specials should be I.S.I. markes and of approved brand such as Tirupati, Prices, Uniplas
128.5
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Struck Pointing on brick work on edge floor with cement mortar 1:2 cement and coarse sand i/c supply of all materials, labour T&P etc. required for proper completion of the work (Sl.No.571)
204.37
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Providing, Laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the density.
73.5
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Providing and applying primer coat with bitumen VG -10 using emulsion pressure distributor at the rate of 0.60 kg per sqm on the prepared granular surface cleaned with mechanical broom
326.66
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M.S or iron work in RCC work wrought to required for i/c cutting and its bending as per direction of E/I. i/c supply of all materials, labour, T&P etc. required for proper completion of the work.( Sl.No.504)
26.69
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Providing & laying of cement concrete in 1:6:12 (1 cement: 6 coarse sand: 12, (40mm size Stone blast) including curing compelete in foundation, floor & Road i/c cost of all material labour T&P etc.& bringing it to proper cambered, form work& finished to required templete as per directed by E/I required for proper completion of the work. ( SI No. 273)
11.46
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Excavation in foundation in ordinary soil, (loam, clay or sand) including lift upto 1.50 m and lead upto 30.00m and including filling watering and 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 or surplus earth as directed by the engineer in charge upto a distance of 30.00m from the foundation trenches. (Sl.No.251) P -25
144.79
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Earthwork in cutting or in embarkment mechanically compaeted to 95% proctor density in ordinary soil, excavation to be door form of regular pits not exeeding 0.50 meter in depth and Earthwork in embankment to be in 20cm layers, including ramming & dressing pulverization surfacing including supply of labour, T&P roller and water sprinkler i/c cartage of earth 5 KM
168.44
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section-401.
49
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Providing and laying 25mm thick semi-dense bituminous concrete with 100-120 TPH batch type HMP producing and average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction as per MORT & H specification clause 508 compete in all respect
326.66
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Providing and laying cement concrete in 1:2:4 (1 cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size) and curing complete, including cost of form work.
2.29
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R.C.C work with cement approved coarse sand and 20mm gauge approved stone grit in the proportion 1:1½:3 (one part of cement, one & half part of coarse sand and three part of 20mm stone grit) in slab of culverts excluding supply of reinforcement and its bending but i/c its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour, T&P etc. required for proper completion of work/ strength of the concrete shell not be less than M-200 (Sl.No.5.1 ) P-27
27.2
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Connection of PVC Line to exeisting water Line including all materials, labour, T&P, etc for proper completion of the work.
2
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