Tender For Permanent Restoration Of Road From Lower Planger To Badhnoo Part Ii Pkg. No Jk 12-342 Budhal., budhal-Jammu And Kashmir

Tender For Permanent Restoration Of Road From Lower Planger To Badhnoo Part Ii Pkg. No Jk 12-342 Budhal.; 1 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil 2 Providing and laying in position cement concrete of specified grade M10 including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 3 Providing and laying in position cement concrete of specified grade M15 including curing butexcluding the cost of centring and shuttering. All work upto plinth level with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 4 Providing and laying in position cement concrete M20 of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 5 Backfilling stones behind R/ wall Abutment wing wall Return wall with available stone from earthwork complete as per drawing and techinical specification Clause 1204.3.8 labour rate 6 Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete withCement mortar 1:6 (1 Cement : 6 coarse sand 7 Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. 8 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. 9 Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns 10 Aggregate 40 mm nominal size for an average distance of 22 km by MT 11 Aggregate 20 mm nominal size for an average distance of 22 km by MT 12 Stone for an averqage distance of 10 km by MT 13 sand for an avg.distance of 140 km by MT 14 sand for an avg.distance of 140 km by MT

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	30-10-2025	Extension of date	Date	06-11-2025

INR 1500 /-

INR 77 Lakhs /-

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