Stabilization of Hill with RCC retaining wall behind the house of Shri. Mangaldas Vithoba Mulgaonkar and others at Ambeshi Pale in Sankhalim Constituency.

Amount

Earthwork in excavation by mechanical means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorumS of all varities shingles, pebble, satiurated soil, all type of conglomerates, all types of laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered rock and all such other materials, as described under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted including 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, including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of side and bottoms and disposal of excavated earth including all lifts etc. complete as specified and directed by the Engineerin charge. All kinds of soil

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

Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic or Basiltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in: a) All Works upto plinth level

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

Providing & Laying in position (1:1 1/2:3) Reinforced Cement Concrete excluding the cost of reinforcement (1 cement : 1 1/2 coarse sand : 3 graded stone agg 20mm nominal size) In Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level.

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. A) 110 mm dia

Providing TMT Steel Reinforcement Bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.) (Confirming to I.S. 1786 of 1986) 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.

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by Engineer in-charge.

M/s IJM Construction (BID ID -53943)