Construction of river bank protection wall, Phase II at Juve in V.P. Nadora in Bardez Taluka. (Re-tender)

Amount

Earthwork in excavation by mechanical / manual 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 conglomarets ,laterite rock,soft rock, ordinary rock disintegrated or weathered rock, fissured/shattered, decomposed rock, and such materials either in full or parts,as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of 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 stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting guarding etc. and back filling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification & drawing and directed by Engineer-in -Charge etc. complete. For Foundation

Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: Upto 2.5 meters long pile including transportation and carriage of material by mechanical/manual means from stack to site including loading, unloading and stacking etc. complete and as directed by Engineer in Charge.

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): Upto 2.5 meters long pile.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete including transportation and carriage of material by mechanical/manual means from stack to site including loading, unloading and stacking etc. complete and as directed by Engineer in Charge.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing including transportation and carriage of material by mechanical/manual means from stack to site including loading, unloading and stacking etc. complete and as directed by Engineer in Charge: All works upto plinth level.

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

Providing and fixing weepholes 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: 110 mm dia

M/S Aguiar Constructions