Construction of Retaining wall at various places and Improvement of existing road from Ganpath Dessai house to Subhash Borkar house at Telegal Sirvoi in Ward No. 01 of Quepem Municipal Council

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed

All kinds of soil

Transportation and carriage of materials (A) By tipper truck including loading, unloading and stacking (A) Lime,building rubbish, manure sludge, moorum excavated rock ( i ) Lime,moorum, building rubbish earth upto 5 km.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing and laying in position cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40m nominal size) excluding cost of centering, shuttering and finishing:

All works upto plinth level

In retaining walls, return walls (any thick) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.

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

vertical surfaces such as retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge.

110 mm dia

Providing and laying 50 mm (consolidated thickness ) full grout using granitic or basaltic stone of specified grading at 6.00 cu.m per 100 sqm.grouting with hot bitumen straight run bitumen ( or with such bituminous material of grade and type as specified by the Engineer in charge ) at 5.0 kg per sq.m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq .m. including providing and laying seal coat sealing the voids in a bituminous surface laid with F.E loader with 1.cu.m bucket capacity to the specified levels .grade and cross fall using Type A seal coat with 0.98 kg/sqm. of bitumen of grade as per MORTH&H specification clause 513

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