STRENGHTENING TO THE BUND RUMOD CANTORLA AT AMONA IN BICHOLIM TALUKA

Clearing jungle up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1mt. Above ground level and removal of rubbish upto a distance of 50mt. Outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for item 4001.

Earthwork in excavation by mechanical/ manual means type of strata comprising any of the materials such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all type of conglamerates, laterite rock, soft rock, ordinary rock, disintegrated 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 convient or permitted, inclusive of chiselling, 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 including removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with all leads and lifts etc. and as directed by Engineer-in-charge etc. all complete.

Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: (a) Upto 2.50 metre long pile.

Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured): (a) Upto 2.50 metre long pile.

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: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: 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: (a) All works upto plinth level.

Random rubble masonry of laterite stones not less than 20cm laid dry in pitching rivetment etc.

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

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.