Preventive measure to land slide in a length of 110.00 mts by construction of retaining wall near Anand Parwar house Orda in V.P. Candolim under Calangute Constituency

Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.

Earthwork in excavation of foundation of structures of culverts,abntments piers, retaining walls etc. in all types of Strata comprising of any of the materials such as soil, silt, sand, clay, gravel, murrum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock etc soft rock, ordinary rock or disintegrated rock, fissured shattered /decomposed rock or weathered rock all such other materials as described under Appendix 'A' to these specifications either in full or in parts as the case may be adopting mechanical means (hydraulic excavator) or any approved method or methods as the case may be convenient or permitted inclusive of blasting, chiseling and wedging etc. in all conditions such as dry, moist,saturated, submerged, foul condition etc. and as directed by the Engineer-in-charge all complete including dressing of sides ramming of bottom including all leads and lifts including getting out the excavated soil as directed barricading danger lighting guarding and the departmental officers as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matte, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaining earth locally for road work upto 3.00 m depth as per MORTH Specification 304

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

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : All works upto plinth level

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : 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 & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in All works upto plinth level

Centering & shuttering including Strutting, Propping & removal of forms for :i) Foundations, Footings, Bases for columns

Centering & shuttering including Strutting, Propping & removal of forms for :ii) Vertical surfaces such as retaining walls return walls (any thk) including attached pilasters buttressses plinth and string courses fillets etc.

Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level; M-20 grade of concrete

Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.