Tender For Harirampur - Beldangi Road From 1.10 Km To 3.90 Km, Urgent Restoration Of Hard Shoulder In Stretches, Under Ddhd In The Dist Of D.Dinajpurfor Laying Of Water Supply Pipeline Along P.W.(Roads) Dte. Under Balurghat Division Phe Dte., Buniadpur-West Bengal
TDR : 48621382
Tender Notice
BOQ
Expired
Buniadpur
West Bengal
Tender For Harirampur - Beldangi Road From 1.10 Km To 3.90 Km, Urgent Restoration Of Hard Shoulder In Stretches, Under Ddhd In The Dist Of D.Dinajpurfor Laying Of Water Supply Pipeline Along P.W.(Roads) Dte. Under Balurghat Division Phe Dte.
Name of Work: Harirampur - Beldangi Road from 1.10 Km to 3.90 Km, Urgent restoration of Hard Shoulder in stretches, under Dakshin Dinajpur Highway Division in the District of Dakshin Dinajpur for laying of water supply pipeline along P.W.(Roads) Dte. under Balurghat Division PHE Dte.
Sl. No.
Item Description
1
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.Depth up to 150 mm.
2
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge.In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.upto 3 m depth.Without pumping out water and shoring.
3
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in- charge.
4
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening.
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