Meghalaya Infrastructure Development Finance Corporation Tender
View complete overview of Meghalaya Meghalaya Infrastructure Development Finance Corporation Tender
Meghalaya Infrastructure Development Finance Corporation Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Oct 2022
Closing Date28 Oct 2022
Tender Amount₹ 3,12,000
Costs
EMD
₹ 6,200Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MIDFC_1134_1Bid Award Id
ViewTender No
CE/PHE/WB/CERC/2022-23/216Tender Authority
Meghalaya Infrastructure Development Finance Corporation ViewPurchaser Address
-Website
http://meghalayatenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Supply, fitting and fixing G.I. specials as per approve quality of the department including jointing materials and carriage of materials within 8km complete as directed (Medium quality).
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a) G.I threaded Nipple
13
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b)G.Bend
18
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c)G.I Flange
18
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d)G.I reducing Socket .
9
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e)Gun Metal full way wheel Valve .
1
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f) G.I Socket
18
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g)G.I Union socket.
10
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Extra labour for earth filling in layers not exceeding 2cm thick with soils obtained from cutting in excavation of site breaking of clods … within 30m lead .
qnty as per Item Sl.No 1
48
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Temporary diversion of Water during construction of weir / dam with gunny bag filled with sans/earth including tying the bags with coconut rope and placing the same in position as required .
40 Bags
40
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Providing 100mm thich soling with approved quality of stones including local carriage of stones including ramming , consiladation and filling the interstices with stone aggregates all complete.
1x4.00x1.20 =9.60 M²
9.6
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Providing and laying cement concrete in proportion 1:2:4 corr. To M15 with very hard stone or river shingles aggregate of 20mm down graded including carriage of stone & sand within a distance of 20meters and curing .
7.00x1.00x1/2(0.90+0.30) = 4.20 M³
2x4.00x1.20x0.20 = 1.92 M³ Total =6.12 M³
6.12
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Providing Cement Plaster including clearing the surface and curing complete
20mm thick Prop 1:2
2x7.00x0.50 =7.00 M²
1x7.00x0.30 =2.10 M²
2x4.00x1.20 = 9.60 M²
18.7
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Extra carriage of earth , sand, stone aggregates , stone chips and building stone beyond the initial lead of 200m including loading and unloading . Sand = 3.07 M³
Stone = 14.99 M³ Total = 18.05 M³
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On rough road other than black topped road
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For 1st km or part thereof
18.05
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Subsequent km or part thereof .
72.2
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On surfaced or metalled road .
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For 1st km or part thereof
18.05
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Subsequent km or part thereof .
252.7
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Evaluation Notes How It Works ?
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