Stabilization of Land below Horse Standing Point Ridge adjoining to Pt. Padam Dev Complex towards Lakkar Bazar. (SH - C/O Shops and stabilization by providing Micro Piles and Bio Engineering of the Vacant Land adjoining to Padam Dev Complex).

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in all heights and depths or in foundation trenches etc. in all kinds of soil including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rock (where blasting is prohibited and their intermediate classifications soils including dewatering where ever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in-charge at site, according to the CPWD specification and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site including prescribed dumping charges (to be arranged by the contractor out of MC area) to the satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour machineries, tools equipments and safety measures and incidentals necessary to complete the work wise mechanical means and labour (if required) all useful material such as stones,shingles aggregate and slates shall be properly stacked at site to the meximum possible extent in all leads and lifts through all modes of transportation and used/removed as per the direction of Engineer-in-charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges:- All kinds of soil.

Filling with available fly ash and earth (excluding rock) trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete including carriage of materials within all leads and lifts as per direction of Engineer-in -charge

Supplying chemical emulsion in sealed containers including delivery as specified Chlorpyriphos/ Lindane emulsifiable concentrate of 20% complete including carriage of materials within all leads and lifts as per direction of Engineer-in -charge

Diluting and injecting Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiableAlong external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete concentrate of 20%With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) complete including carriage of materials within all leads and lifts as per direction of Engineer-in -charge

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, including the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. complete including carriage of materials within all leads and lifts as per direction of Engineer-in -charge

Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto30 cm measured at a height of 1m above ground level and removal of rubbish upto adistance of 50m outside the periphery of the area cleared.

Supply and installation of ETA certified High Tensile Steel Wire Mesh of minimum longitudinal strength 150 kN/m, coated with 150gsm Galfan (95Zn 5Al), max opening 100mm in horizontal direction and 150mm in vertical direction, along with secondary erosion control PP / HDPE mat, 400gsm density complete with all accessories like boundary ropes, connection clips, press claws and other connecting elements as directed by Engineer-in-charge