Urgent FDR of road from Manikpur to Madhukumar under the jurisdiction of PWD(RnB),Chawmanu sub-div. during the year 2025-26

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I.Sand filling C.C Pavement

Cement concrete 1:2:4 in pavements, laid to required slope and camber in panels Cement concrete 1:2:4(1cement :2 sand:4 graded stone aggregate 40mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete as per directionof the of the Engineer-in-Charge. C.C Pavement

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

Road side Pucca drain 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) (A)Kerb & Channel drain (top clear width 600 mm,bottom clear width 150 mm and clear depth of 200 mm) I. In Ordinary Soil

Compatibility Report for BOQ-Thuiya chandra to Madhukumar.xls

Run on 27-10-2025 14:43

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Excel 97-2003

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Excel 97-2003

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