Construction of Retaining Wall of back side Friends Colony Chowadhi Jammu (Works Plan under UT Capex Road Sector) (New Works) 2025-26

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, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and 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.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade including curing but excluding 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).

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for :-

Foundations, footings, bases of columns etc. for mass concrete.

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Dumping stone in Horizontial on level including cost of stone.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Engaging labour as per requirement of site.

Engaging JCB as per requirement at site.

Engaging tractor with trolley for disposal of mulba, unhygenic material away from site as per direction of Engineer-in-charge.

Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone agg. / Sand for an avg. lead of 10 Kms.

Disposal of excavated earth / mulba for an average lead of 10 Kms.

Stones for an avg. lead of 10 Kms.

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