Upgradation Beautification and Illumination of Shree Jalmi Sateri Temple Panas in Dharbandora Taluka

Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area

Earth work in excavation over areas of all type strata comprising of all type of strata comprising of any type of material such as soil,silt,clay,sand,gravel,murum of all varieties, shingles, pebbles, all type of congolmerates,latrite rock,soft rock,ordinary rocks,disintegrated rocks,fissued/shattered rocks,decomposed rocks,weathered rocks and all such materials either in full or part as the case may be adopting any method/methods as may be conveninet or permitted ( blasting provibhited ) including chiselling ,wedging,etc , in all conditions such as dry , moist ,foul, saturated , submerged ,etc. , as directed by the Engineer etc., all complete including dressing of side ramming of bottom including all leads and lifts including getting out excaveted soil as directed . including pumping and bailing out water ,baricading,danger lightening ,guarding as directed .

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

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.

Supplying and filling Moorum in plinth under floors, trenches including watering ramming consolidating, dressing, complete.

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

Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.

Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.

Half brick masonry in cement mortar 1:3 (1cement : 3 coarse sand) with bricks of class designation 75 kg /cm2. b. Upto floor V level.