Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date25 Sep 2024
Closing Date4 Oct 2024
Tender Amount₹ 24,26,095 
Notes
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Costs

Summary

Urgent Flood Damage Repair Of Bailey Bridge Approach On Manikpur To Hazirai Road At Ch. 2.70 Km During The Year 2024-25

Description

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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). IV R.C.C grade M 20

4.71

54176

11502.35

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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802,804,805,806,807,900,1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) V. R.C.C grade M-20 (1:2:4) (Nominal mix) i) upto 5 m height

1.99

24163

12142.25

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings&MoRD technical specificationsClauses 1000 & 1202.

1.69

155027

91677.9

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings &MoRD technical specification Clauses 1002, 1005, 1010 and 1202.

0.04

3677

91920.2

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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wingwall, returnwall to the full height,compacted to firm condition complete as per drawing andMoRD technical specification clause 1204.3.8.

4.32

19797

4582.6

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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.

20

7844

392.2

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Constructionof road side pucca drain with M10(1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C)Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) In Ordinary Soil

60

257376

4289.6

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Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5(including centering, shuttering staging etc. but excluding reinforcement) I.Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching (i)Nominal mix 1:3:6

61.36

645470

10519.4

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.

120

29448

245.4



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