Construction of open type bandhara and protection to the nallah at Komlevol at Chandrawado in Fatorda Constituency.

Earthwork in excavation for de-silting of rivers, nallah, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerrates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered, decomposed 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 chiselling, wedging, etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, fould conditions etc. including setting out construction of shoring and strutting removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by Engineer-in-charge etc. all complete.

Earthwork in excavation by mechanical means in all types of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, disintegrated or weathered rock, fissured/shattered, decomposed rock and such material either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering, including setting out construction of shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting, guarding and backfilling the excavated earth to the extent required and disposing of excavated soil / rock at specified areas with all leads and lifts etc. as per specification and drawing and as directed by the Engineer in Charge etc complete.

Providing and laying stone rip rap for talus with basaltic/granitic stones, 60% of which shall comprise stones not less than 0.0425cum. (1 1/2 cft) in size each and remaining 40% comprising well graded rubble not below the size of 0.0412 cum. (1/2 cft) including the cost of conveyance of all materials, spreading, handpacking, wedging, etc. with all leads and lifts etc. Complete as 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.

Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete

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

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: All works upto plinth level.

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.

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) All works upto plinth level.

Centering and shuttering including struttings, propping and removal of forms for : Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)