Improvement of nallah Bank (RHS) upstream side near Shree Mallikarjun Temple at Avem in V.P Cotigao Canacona Goa

Amount

Earthwork in excavation by mechanical /manual means in all types of strata comprising any of the materials such as soil, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerate laterite rock, soft rock, disintegrated rock, fissured, shattered, decomposed rock or weathered rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions, etc. including pumping or bailing out water including setting out construction of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom backfilling the excavated earth to the extent required and disposing of surplus excavated earth as directed by the engineer-in-charge with all leads and lift etc. as specified and directed etc. complete

Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded granitic or basaltic stone aggrt. 20 mm nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level

b) In retaining walls , return walls(any thickness) 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 a)Foundations, footings, bases for Columns and mass concrete.

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

Providing and fixing weep holes with rigid PVC make laid in position with a required slope and level while Laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge. A) 110 mm dia

M/S JYOTI CONSTRUCTIONS