Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date7 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 2,28,19,436
Costs
EMD
₹ 4,57,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Brtf Road To Taraklengdi(full Stage).
Description
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Contact
Tender Id
2019_CEAR_73610_1Bid Award Id
ViewTender No
AR1404059ATender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
623.4
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
6.86
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Providing weepholes in stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
76
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Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
1.51
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Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
1.49
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Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.25 m) bridge, suitable upto class 40 R loading as per IRC:6, complete with steel decking, End posts, Base plates, Bearing etc. but excluding the cost of fitting, fitting & erection.
1
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Fitting, fixing and erection/launching of standard bailey bridge complete as per technical specification clause
69.5
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Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
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Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).1 bore in each abutment point @ 5.00 M Deep
12
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Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
2
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Compilation of laboratory test result including preparation and submission of report
1
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SH:- ROUTINE MAINTENANCE (ROAD + LONG SPAN BRIDGE)
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First Year
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Second Year
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Third Year
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Fourth Year
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Fifth Year
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