Construction of protection wall for nalla near Laxminarayan Temple in sy no 19/7 at Durigwada, Navelim in Sankhalim Constituency of Bicholim Taluka

Amount

Earthwork in excavation over area in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel,moorum of all varities , singles, pebbles saturated soil, all types of conglomerates, laterite rock , soft rock, disintegrated rock, fissured, sattered 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 method as may be conveninent or permitted including chiselling, wedging, etc but excluding blasting in all condition such as dry, moist, saturated,submerged, foul condition including pumping or bailing out water including setting out construction of shoring and barcing removal stumps and other deleterious matters, dressing of sides and bottoms and disposal of excavated earth including all leads and lifts etc. complete as specified and directed by the Engineer in Charge

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

Providing & 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

Providing & 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: b) In retaining walls , return walls(any thk) 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 & shuttering including Strutting, Propping & removal of forms for: a) Foundations, Footings, Bases for columns and mass concrete

Centering & shuttering including Strutting, Propping & removal of forms for: b) Vertical surface 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 A) 110 mm dia

NAUSHAD M. SHAIKH

abdul latheef