Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Sep 2024
Closing Date8 Oct 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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a) 3 m to 6 m depth

355.25

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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 10 1:3:6)

30.95

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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)

804.9

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

316.14

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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 technica

128

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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

3.22

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(b) Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202

4.43

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SUPER STRUCTURE

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Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.0 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.

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SUB: SOIL INVESTIGATION

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Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.

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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 ).

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1bore in each abutment point @ 5.00 M Deep

6

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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 , unit weight, ceriazial compressive strength test etc. complete.

2

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Compilation of laboratory test result including preparation and submission of report

2

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Routine Maintenance

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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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INCLUDING GST

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2095808

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INCLUDING GST

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