Manipur University Tender
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The Manipur University has issued a formal invitation for competitive bids for Construction Of Schedule Caste Boys Hostel, Mu in Imphal West, Manipur, with an estimated contract value of Rs. 29,44,200. The bid opening date for this tender is 06-03-2024 and the last date for bid submission is 14-03-2024. Interested bidders for Manipur University tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Manipur University Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Mar 2024
Closing Date14 Mar 2024
Tender Amount₹ 29,44,200
Costs
EMD
₹ 58,885Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MU_799200_1Bid Award Id
ViewTender No
MU/2(118)/2023-UE/1273Tender Authority
Manipur University ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( I/c laed charge)
474.26
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres Loose/Soft Soil
2406.46
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Providing ,laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the meterial with water at OMC in mechnical mixer (pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub- base/base course on a well prepared underbase and compacting withpower vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion, etc .
158.94
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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
1.25
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Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in Loose/Soft Soil
983.25
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Providing & applying evenly a priming/tack coat with bitumen (80/100). (a) 10 kg/10sqm
1059.61
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Preparing surface by brushing with wire brushes for remaining caked mud etc. sweeping with brooms and finally fanning the cleared surface with gunny bags to removed all loose dirt etc. (a) Water bound macadam surface new
1059.61
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Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level.
2.38
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
252.83
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Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4% by weight of total mix including preparation of bases including filling of pot holes, cleaning the surface with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials, screening, mixing, in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running expenses of all plants.
105.96
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Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and or 1.5 m above ground/bed level i/c formwork.
8.7
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