Improvement to the internal bund (Motto) protecting paddy fields of Chikalpaine khazan at Cundaim in Ponda Taluka.

Earthwork in excavation by mechanical /manual means in all types of strata comprising any of the materials such as soil, silt,sand, clay , gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered 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 convinient or permitted, inclusive of chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditionsetc. including pumping or bailing out water/dewatering including setting out consstruction of, shoring and strutting and bracing,removal of stump and other deleterious matter,dressing of sides and bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposing of surplus excavated stuff in specified areas with all leads and lifts etc and as per specification and drawing and as directed by Engineer-in-charge etc. all complete.

Centering and shuttering including struttings, propping etc. and removal of formwork for (a) Foundation, footings, bases for columns and mass concrete.

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 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a)All works upto plinth level

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

Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.

Earthwork in Embankment with approved earth (Contractor earth)/moorum including spreading the earth in layers not exceeding 250mm. in depth, breaking clods, rolling each layer with half ton roller or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by Engineer-in-Charge.

Providing weep holes of clear size 15 cms high and 8 cms wide in concrete walls as per drawing and direction of engineer in charge with 30 cms thick jungle wood planks to form a box of clear dimensions of the weep hole and keeping the same in position with a slope of about 1 verticle to 20 horizontal towards drainage face while laying the concrete complete.